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B16-0945 029-110-038
' _ :� -.,. • ' ♦ '�`, rte. • . ...� .. ♦, + y 1,1. ice. �•+r A � ' Butte County: Fire. Department 1 t Fire Prevention Bureau _ • t. 176 Nelson Avenue- Oroville, CA 95965 y . Office (530) 538-7888 `Fax (530) 538-2105.' • C A CJ f O R R N f t www.buttecounty.net/fire • .PLAN REVIEW LETTER Date: ;y 2/16/2017 • ; ;, ' ` ; APN: 029-110-038 - ' ` _ .' Permit #: + 616-0945 and 616-0946 Plan Check #2 ' ' Project: Commercial Fire Sprinkler at Warehouse #5 LumfYF - , • + - K:' • Cyt ' �. T '. _ r S / s ,The Plans that you have recently submitted have been reviewed'by the Fire Department referencing the 2013 edition of the California Fire Code (CFC) and the 2013 Edition of NFPA 13. The enclosed plans are being returned for corrections.' The ' numbered comments listed below in the body of this letter must be addressed prior to Fire Department Approval of your'!. project. ,S ` `,- • �' „ r; , r' i i 1 1. B16-0945- Show hangers on all sheets FP -3. and FP -4. No need tore -submit calculations or cut sheets. 2., '616-0946 — Plans approved. Have one copy of approved plans at job site for review by the inspector.' Inspections _ days are Tues..— Thurs. r * • �•'+' •- • y• �- l ,• + ", r •1'. A - • l. i. `� `fit Y .a I} ! . •'+r ' \ •n Skip Sannar - Fire = Life Safety ''. CALFIRE/ Butte County Fire Dept. " 530-370-5107 i t• 'skip.sannar@fire.ca.gov ' • 1` '' � - • , . .. • •4' � --, � •• ,. �� 1 1, l.-. � L.f�� 1 + , • i� jkOTECT/O� pl E, PROr C, A 0 O O 10 2 4 z Ujq J CLASSIFICATION n C-16 O LICENSE NO. � s #783132 Q gTFORCAL1fo Foothill Fire Protection, Inc. 170 Erma Ct. Chico, CA, 95926 530.826.3013 Job Name Warehouse5_FP_3-16-16 Building ' Location 5311 Midway, Richvale CA System 1 Contract 7315C Data File Warehouses FP 3-16-16 Area 1.WXF PERMIT # ' -14 BUTTE COUNTY DEVELOPMENT SERVICES <<,REVIEWED FOR `:- C®®E COMPLIANCE DATE S ��� L 1 By Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Foothill. Fire Protection; Inc. Page 1 Warehouses FP 3-16-16 Date HYDRAULIC CALCULATIONS for Project name: Lundberg Existing Building Location: 5311 Midway, Richvale CA Drawing no: Date: 3-21-16 Design Remote area number. 1 Remote area location: Warehouse Area Occupancy classification: Class IV Comm Density: .295 - Gpm/SgFt Area of application: 2000 - SgFt Coverage per sprinkler. 100 - SgFt Type of sprinklers calculated: 286° 8.0 SSU No. of sprinklers calculated. 28 In -rack demand. - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1354 - GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: 1500 GPM @ 100 PSI Fire Pump Name of contractor. Foothill Fire Protection Address: Phone number. Name of designer. Cameron Ricketts Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) R @ 76 - Psi Computer Programs by Hydratec Inc. Route 111 Windham KH. USA 03087 Water Supply Curve C Foothill Fire Protection, Inc. Page 2 Warehouses FP 3-16-16 Date Pump Data: Demand: P1 - Pump Churn Pressure 104.5 D1 - Elevation 11.421 P2 - Pump Rated Pressure 95 D2 - System Flow : 702.13 P2 - Pump Rated Flow ' 1250 D2 - System Pressure 65.582 P3 - Pump Pressure @ Max Flow 61.75 Hose ( Demand ) : 500 P3 - Pump Max Flow 1875 D3 - System Demand : 1202.13 Safety Margin 30.334 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 P3 R 60 D3 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Foothill Fire Protection, Inc. Page 3 Warehouses FP 3-16-16 Date Fitting Legend Abbrev. Name '/2 < 1 1 % 1'/s 2 2'/z 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 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 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 T NFPA 13 90' Flow thru Tee 3 4 5 .6 8 10 . 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Pressure / Flow Summary - STANDARD 'Foothill Fire Protection, Inc. Page 4 Warehouse5-FP-3-16-16 Date Node Elevation K -Fact Pt Pn 'Fl ow Density Area Press No: • Actual Actual Req. 4 26.37 8 13.6 na 29.5 0.295 100 7.0 5 26.02 8 13.83 na 29.75 0.295 100 7.0 6 25.41 8 14.57 na 30.53 0.295 100 7.0 7 24.81 8 16.0 na 32.0 0.295 100 7.0 182 20.72 35.76 na 290 20.72 35.8 na 291 20.72 35.91 na 292 20.72 36.07 na 293 20.72 36.38 na 294 20.72 .36.81 na , 295 20.72 37.28 na 296 20.72 37.73 ' na 297 20.72 38.12 na 298 20.72 38.58 na 299 20.72 39.09 na 300 20.72 39.61 na . 313 20.72 40.16 na 314 20.72 40.63 na 315 20.72 41.18 na 316 20.72 41.69 na 317 20.72 42.22 na 318 20.72 42.87 na 319 20.72 43.67 na 320 20.72 44.53 na 321 20.72 45.4 na 322 20.72 46.34 na 323 20.72 47.25 na 324 20.72 48.12 na TOR 20.72 51.12 na BOR -4.0 64.21 na UG2 -4.0 66.59 na UG1 -4.0 67.06 na 500.0 TEST 0.0 65.58 na 3 25.76 8 13.89 na 29.82 0.295 100 7.0 2 25.15 8 14.51 na 30.47 0.295 100 7.0 1 24.54 8 15.75 na 31.75 0.295 100 7.0 D 24.54 21.53 na 325 20.76 32.05 na 326 20.76 32.17 na ' 327 20.76 32.52 na 328 20.76 32.99 na 329 20.76 33.97 na 330 20.76 35.03 na 331 20.76 35.97 na 332 20.76 36.85 na 333 20.76 37.7 na 334 20.76 38.49 na 335 20.76 39.14 na 336 20.76 39.68 na 337 20.76 40.09 na 338 20.76 40.53 na 339 20.76 40.88 na 340 20.76 41.19 na 341 20.76 41.51 na 342 20.76 41.82 na 343 20.76 42.07 na • 344 20.76 42.24 na 345 20.76 42.35 na 346 20:76 42.4 na 347 20.76 42.42 na 8 24.54 8 15.8 na 31.8 0.295 100 7.0 9 25.15 8 14.55 na 30.52 0.295 100 7.0 -Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Foothill Fire Protection, Inc. Page 5 Warehouse5 FP 3-16-16 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 10 25.76 8 13.93 na 29.86 0.295 100 7.0 11 26.37 8 13.64 na 29.54 0.295 100 7.0 12 26.02 8 13.87 na 29.79 0.295 100 7.0 13 25.41 8 14.6 na 30.57 0.295 100 7.0 14 24.81 8 16.04 na 32.04 0.295 100 7.0 15 24.28 8 23.08 na 38.43 0.295 100 7.0 16 24.77 8 22.49 na 37.94 0.295 100 7.0 17 25.27 8 22.29 na 37.77 0.295 100 7.0 18 25.76 8 22.65 na 38.07 0.295 100 7.0 19 24.28 8 26.05 na 40.83 0.295 100 7.0 20 24.77 8 25.73 na 40.58 0.295 100 7.0 21 25.27 8 25.7 na 40.55 0.295 100 7.0 348 26.19 35.3 na The maximum velocity is 15.44 and it occurs in the pipe between nodes 324 and TOR 0 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 6 Warehouse5_FP_3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C.. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf . Pn 4 18.43 1.728 0.0. 8.130 13.598 K Factor = 8.00 to 120.0 0.0 0.0 0.152 5 18.43 0.0097 0.0 8.130 0.079 Vel =. 2.52 5 29.75 1.728 0.0 8.150 13.829 K Factor = 8.00 to . 120.0 0.0 0.0 0.264 6 48.18 0.0583 0.0 8.150 0.475 Vel = 6.59 6 30.53 1.728 0.0 8.150 14.568 K Factor = 8.00 to 120.0 0.0 0.0 0.260 7 78.71 0.1443 0.0 8.150 1.176 Vel = 10.77 7 32.01 1.728 T 11.29 54.990 16.004 K Factor = 8.00 to 1 120.0 0.0 11.290 1.771 182 110.72 0.2714 0.0 66.280 17.989 Vel = 15.15 182 0.0 4.31 0.0 12.000 35.764 to 120.0 0.0 0.0 0.0 290 110.72 0.0032 _ 0.0 12.000 0.038 Vel = 2.43 < 290 110.72 4.31 0.0 9.750 35.802 to 120.0 0.0 0.0 0.0 291 221.44 0.0115 0.0 9.750 0.112 Vel = 4.87 291 80.46 4.31 0.0 7.500 35.914 to 120.0 0.0 0.0 0.0 292 301.9 0.0203 0.0 7.500 0.152 Vel = 6.64 292 63.60 4.31 0.0 10.980 36.066 to 120.0 0.0 0.0 .0.0, 293 365.5 0.0288 0.0 10.980 0.316 Vel = 8.04 293 21.90 4.31 0.0 13.420 36.382 - to 120.0 0.0 0.0 0.0 _ 294 387.4 0.0322 0.0 13.420 0.432 Vel = 8.52 294 18.60 4.31 0.0 13.420 36.814 to 120.0 0.0 0.0 0.0 295 .406.0 0.0350 0.0 13.420. 0.470 Vel = 8.93 295 15.73 4.31 0.0 11.770 37.284 to 120.0 0.0 0.0 .0.0 296 421.73 0.0376 0.0 11.770 0.442 Vel = 9.27 296 4.13 4.31 0.0 10.250 37.726 to 120.0 0.0 0.0 0.0 297 425.86 0.0382 0.0 10.250 0.392 Vel = 9.36 297 12.14 4.31 0.0 11.540 38.118 to 120.0 0.0 0.0 0.0 298 438.0 0.0404 0.0 11.540 0.466 Vel = 9.63 298 12.06 4.31 0.0 11.880 38.584 to 120.0 0.0 0.0 0.0 299 450.06 0.0423 0.0 11.880 0.503 Vel = 9.90 299 9.84 4.31 0.0 11.880 39.087 to 120.0 0.0 0.0 0.0 300 459.9 0.0442 0.0 11.880 0.525 Vel = 10.11 300 8.96 4.31 0.0 11.920 39.612 to 120.0 0.0 0.0 0.0 313 468.86 0.0457 0.0- 11.920 0.545 Vel = 10.31 Computer Programs by Hydratec Inc. Route 111 • Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 7 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 313 9.02 4.31 0.0 9.910 40.157 to 120.0 0.0 0.0 0.0 314 477.88 0.0473 0.0 9.910 0.469 Vel = 10.51 314 9.57 4.31 0.0 11.360 40.626 to 120.0 0.0 0.0 0.0 315 487.45. 0.0491 0.0 11.360 0.558 Vel = 10.72 315 10.69 . 4.31 0.0 9.920 41.184 to 120.0 0.0 0.0 0.0 316 498.14 0.0512 0.0 9.920 0.508 Vel = 10.95 316 12.05 4.31 0.0 9.920 41.692 to 120.0 0.0 0.0 0.0 317 510.19 0.0534 0.0 9.920 0.530 Vel = 11.22 317 13.75 4.31 0.0 11.590 42.222 to 120.0 0.0 0.0 0.0 318 523.94 0.0562 0.0 11.590 0.651 Vel = 11.52 318 16.02 4.31 0.0 13.380 42.873 to 120.0 0.0 0.0 0.0 319 539.96 0.0593 0.0 13.380 0.794 Vel = 11.87 319 18.93 4.31 0.0 13.590 43.667 to 120.0 0.0 0.0 0.0 320 558.89 0.0633 0.0 13.590 0.860 Vel = 12.29 320 22.13 4.31 0.0 12.790 44.527 to 120.0 0.0 0.0 0.0 321 581.02. 0.0680 0.0 12.790 0.870 Vel = 12.78 321 25.35 4.31 0.0 12.790 45.397 to 120.0 0.0 0.0 0.0 322 606.37 0.0736 0.0 12.790 0.941 Vel = 13.33 322 28.78 4.31 0.0 11.330 46.338 to 120.0 0.0 0.0 0.0 323 635.15 0.0802 0.0 11.330 0.909 Vel = 13.97 323 32.00 4.31 0.0 10.000 47.247 to 120.0 0.0 0.0 0.0 324 667.15 0.0878 0.0 ' 10.000 0.878 Vel = 14.67 324 34.98 4.31 E 13.937 17.110 48.125 to 120.0 0.0 13.937 0.0 TOR 702.13 0.0965 0.0 31.047 2.997 Vel = 15.44 TOR 0.0 4.31 0.0 24.720 51.122 to 120.0 0.0 0.0 10.706 BOR 702.13 0.0965 0.0 24.720 2.386 Vel = 15.44 BOR 0.0 6.09 0.0 200.000 64.214 to 150.0 0.0 0.0 0.0 UG2 702.13 0.0119 0.0 200.000 2.372 Vel = 7.73 UG2 0.0 7.98 2F 27.183 70.000 66.586 to 150.0 T 52.855 80.037 0.0 UG1 702.13 0.0032 0.0 150.037 0.477 Vel = 4.50 UG1 500.00 7.98 E 27.183 2.000 67.063 Qa = 500 to 150.0 0.0 27.182 -1.732 TEST 1202.13 0.0086 0.0 29.182 0.251 Vel = 7.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 8 Warehouse5_FP_3-16-16 Date, Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C., or Ftng's Pe Pv "**"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 , 1202.13 65.582 K Factor = 148.44 System Demand Pressure 65.582 Safety Margin 30.334 Continuation Pressure 95.916 4 11.07 1.728 0.0 8.150 "13.598 to 120.0 0.0 0.0 0.264 3 11.07 0.0038 0.0 8.150 0.031 Vel = 1.51 3 29.82. 1.728 0.0 8.150 13.893 K Factor = 8.00 to 120.0 0.0 0.0 0.264 2 40.89 0.0431 0.0 8.150 0.351 Vel = 5.59 2 30.47 1.728 0.0 8.150 14.508 K Factor = 8.00 to 120.0 0.0 0.0 0.264 - 1 71.36 0.1204 0.0 8.150 0.981 Vel =. 9.76 1 31.75 1.728 T 11.29• 13.000 15.753 K Factor = 8.00 to 120.0 0.0 11.290 0.0 D 103.11 0.2380 0.0 24.290 5.780 Vel = 14.11 D 0.0 1.728 0.0 37.330 21.533 to 120.0 0.0 0.0 1.637 325 103.11 0.2379 0.0 37.330 8.882 Vel = 14.11 325 0.01 3.314 0.0 12.000 32.052 to • 120.0 0.0 0.0 0.0 326 103.11 0.0100 0.0 12.000- 0.120 Vel = 3.84 326 103.40 3.314 0.0 9.750. 32.172 to 120.0 0.0 0.0 0.0 327 206.51 0.0360 0.0 9.750 0.351 Vel = 7.68 327 71.76 3.314 0.0 7.500 32.523 to 120.0 0.0 ' 0.0 0.0 328 278.27 0.0627 0.0 7.500 0.470 Vel = 10.35 328 58.35 3.314 0.0. 10.980 32.993 to 120.0 0.01 0.0 0.0 329 336.62 0.0891 0.0 10.980 0.978 Vel = 12.52 329 -21.90 3.314 0.0 13.420 33.971 to 120.0 0.0 0.0 0.0 330 314.72 0.0786 0.0 13.420 1.055 Vel = 11.71 330 -18.60 3.314 0.0 13.420 35.026 to '120.0 0.0 0.0 0.0 331 ' 296.12 - 0.0703 0.0 13.420 0.943 Vel = 11.01 331 -15.72 3.314 0.0 13.790 35.969 to 120.0 0.0 0.0 0.0 332 280.4 0.0635 0.0 13.790 0.876 Vel = 10.43 332 -16.28 3.314 0.0 15.040 36.845 to 120.0 0.0- 0.0 0.0 333 264.12 0.0569 0.0 15.040 0.856- Vel = 9.82 333 .-12.06 3.314 0.0 15.040 .37.701 to 120.0 0.0 0.0 0.0 334 252.06 0.0521 0.0 15.040 0.784 Vel = 9.38 334 -9.84 3.314 0.0 13.440 38.485 to 120.0 0.0 0.0 0.01 335 242.22 0.0484 0.0 13.440 0.651 Vel = 9.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 y Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 9 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I"C" or Ftng's Pe Pv """" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 335 -8.95 3.314 0.0 11.920 39.136 to 120.0 0.0 0.0 0.0 336 233.27 0.0452 0.0 11.920 0.539 Vel = 8.68 336 -9.03 3.314 0.0 9.910 39.675 to -16.02 120.0 0.0 0.0 0.0 337 224.24 0.0420 0.0 9.910 0.416 Vel = 8.34 337 -9.56 3.314 0.0 11.360 40.091 to 0.0 120.0 0.0 0.0 0.0 338 214.68 0.0388 0.0 11.360 0.441 Vel = 7.99 338 -10.70 3.314 0.0 9.920 40.532 to 120.0 0.0 0.0 0.0 339 203.98 0.0353 0.0 9.920 0.350 Vel = 7.59 339 -12.05 3.314 0.0 9.920 40.882 to -16.02 120.0 0.0 0.0 0.0 340 191.93 0.0315 0.0 9.920 0.312 Vel = 7.14 340 -13.74 3.314 0.0 11.600 41.194 to to 0.0 120.0 0.0 0.0 0.0 -0.2391 0.0 341 178.19 0.0274 0.0 11.600 0.318 Vel = 6.63 341 -16.02 3.314 0.0 13.380 41.512 9 -71.59 to 0.0 120.0 0.0 0.0 0.0 342 162.17 0.0231 0.0 13.380 0.309 Vel = 6.03 342 -18.94 3.314 0.0 13.590 41.821 to 120.0 0.0 0.0 0.0 343 143.23 0.0183 0.0 13.590 0.249 Vel = 5.33 343 -22.13 3.314 0.0 12.790 42.070 to 120.0 0.0 0.0 0.0 .344 121:1 0.0134 0.0 12.790 0.172 Vel = 4.50 344 -25.35 3.314 0.0 12.790 42.242 to 120:0 0.0 0.0 0.0 345 95.75 0.0088 0.0 12.790 0.112 Vel = 3.56 345 -28.78 3.314 0.0 11.330 42.354 to 120.0 0.0 0.0 0.0 346 66.97 0.0044 0.0 11.330 0.050 Vel = 2.49 346 -31.99 3.314 0.0 10.000 42.404 to 120.0 0.0 0.0 0.0 347 34.98 0.0014 0.0 10.000 0.014 Vel = 1.30 347 0.0 1.728 2T 22.58 154.140 42.418 to 120.0 0.0 22.580 0.017 324 34.98 0.0322 0.0 176.720 5.690 Vel = 4.79 0.0 34.98 48.125 K Factor= 5.04 326 -103.40 1.728 T 11.29 50.320 32.172 to 120.0 0.0 11.290 -1.637 8 -103.4 -0.2391 0.0 61.610 -14.734 Vel = 14.15 8 31.81 1.728 0:0 8.150 15.801 K Factor = 8.00 to 120.0 0.0 0.0 -0.264 9 -71.59 -0.1211 0.0 8.150 -0.987 Vel = 9.79 9 30.51 1.728 0.0 8.150 14.550 K Factor = 8.00 to 120.0 0.0 0.0 -0.264 10 -41.08 -0.0434 0.0 8.150 -0.354 Vel = 5.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 10 Warehouses FP 3-16-16 Date Hyd. Qa Dia Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 29.86 1.728 0.0 0.0 8A50 13.932 K Factor = 8.00 to 120.0 120.0 0.0 0.0 0.0 -0.264 23.06 11 -11.22 -0.0039 0.186 0.0 8.150 -0.032 Vel = 1.53 11 29.54 1.728 K Factor = 8.00 0.0 8.130 13.636 K Factor = 8.00 to' 1.971 120.0 292 0.0 0.0 0.152 86.290 12 18.32 0.0097 0.0 0.0 8.130 0.079 Vel = 2.51 12 29.79 1.728 0.0 8.150 13.867 K Factor = 8.00 to 120.0 0.0 0.0 0.264 13 48.11 0.0580 0.0 8.150 0.473 Vel = 6.58 13 30.58 1.728 0.0 8.150 14.604 K Factor = 8.00 to 120.0 . 0.0 0.0 0.260 14 78.69 0.1443 0.0 8.150. 1.176 Vel = 10.77 14 32.04 1.728 T 11.29 54.990 16.040 K Factor = 8.00 to 120.0 0.0 11.290 1.771 290 110.73 0.2714 0.0 66.280 17.991 Vel = 15.15 0.0 . 110.73 35.802 K Factor= 18.51 327 -71.76 1.728 T 11.29 53.830 32.523 to 120.0 - 0.0 11.290 -1.525 15 -71.76 -0.1217 0.0 65.120 -7.923 Vel = 9.82 15 38.43 1.728 0.0 12:500 23.075 K Factor = 8.00 to 120.0 0.0 0.0 -0.212 16 -33.33 -0.0294 0.0 12.500 -0.368 Vel = 4.56 16 37.94 1.728 0.0 12.500 22.495 K Factor = 8.00 to. 120.0 0.0 0.0 -0.217 - 17 4.61 0.0008 0.0 12.500 0.010 Vel = 0.63 17 37.77 1.728 0.0 12.500 22.288 K Factor = 8.00 to 120.0 0.0 0.0 -0.212 18 42.38 0.0459 0.0 12.500 0.574, Vel = 5.80 18 38.07 1.728 T 11.29 62.420 22.650 K Factor= 8.00 to 120.0 0.0 11.290 2.183 291 80.45 0.1503 0.0 73.710 11.081 Vel = 11.01 0.0 80.45 35.914 K Factor = 13.42 328 -58.35 1.728 T 11.29 54.000 32.993 to 120.0 0.0 11.290 -1.525 19 -58.35 -0.0830 0.0 65.290 -5.418 Vel = 7.98 19 40.83 1.728 0.0 12.500 26.050 K Factor = 8.00 to 120.0 0.0 0.0 -0.212 20 -17.52 -0.0090 0.0 12.500 -0.112 Vel = 2.40 20 40.58 1.728 0.0 12.500 25.726 K Factor = 8.00 to 120.0 0.0 0.0 -0.217 21 23.06 0.0149 0.0 12.500 0.186 Vel = 3.15 21 40.55 1.728. T 11.29 75.000 25.695 K Factor = 8.00 to 120.0 ' 0.0 11.290 1.971 292 63.61 0.0973 0.0 86.290 8.400 Vel = 8.70 0.0 63.61 36.066 K Factor= 10.59 Computer Programs by Hydratec Inc. 'Route 111 . Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 11 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C.. or Ftng's Pe Pv "*"" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 329 21.90 1.728. 2T 22.58 154.220 33.971 to 120.0 0.0 22.580 0.017 293 21.9 0.0135 0.0 176.800 2.394 Vel = 3.00 0.0 21.90 36.382 K Factor = 3.63 330 18.60 1.728 2T 22.58 154.220 35.026 to 120.0 0.0 22.580 0.017 294 18.6 0.0100 0.0 176.800 1.771 Vel = 2.54 0.0 18.60 36.814 K Factor = 3.07 331 15.72 1.728 2T 22.58 154.220 35.969 to 120.0 0.0 22.580 0.017 -295 15.72 0.0073 0.0 176.800 1.298 Vel = 2.15 0.0 15.72 37.284 K Factor = 2.57 332 16.27 1.728 2T 22.58 80.530 36.845. to 120.0 0.0 22.580 -2.352 348 16.27 0.0078 0.0 103.110 0.807 Vel = 2.23 348 -4.12 1.728 E 5.645 81.860 35.300 to 120.0 T 11.29 16.935 2.369 297 12.15 0.0045 0.0 98.795 0.449 Vel = 1.66 0.0 12.15 38.118 K Factor= 1.97 296 -4.13 1.728 T 11.29 75.650 37.726 to 120.0 E 5.645 16.935 -2.369 348 -4.13 -0.0006 0.0 92.585 -0.057 Vel = 0.57 0.0 -4.13 35.300 K Factor= -0.70 333 12.06 1.728 2T 22.58 158.900 37.701 to 120.0 2E 11.29 33.870 0.017 298 12.06 0.0045 0.0 192.770 0.866 Vel = 1.65 0.0 12.06 38.584 K Factor = 1.94 334 9.84 1.728 2T 22.58 155.730 38.485 to 120.0 2E 11.29 33.870 0.017 299 9.84 0.0031 0.0 189.600 0.585 Vel = 1:35 0.0 9.84 39.087 K Factor = 1.57 335 8.96 1.728 2T 22.58 154.210 39.136 to 120.0 0.0 22.580 0.017 300 8.96 0.0026 0.0 176.790 0.459 Vel = 1.23 0.0 8.96 39.612 K Factor = 1.42 336 9.02 1.728 2T 22.58 154.210 39.675 to 120.0 0.0 22.580 0.017 313 9.02 0.0026 0.0 176.790 0.465 Vel = 1.23 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 12 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe . Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9.02 40.157 K Factor = 1.42 337 9.57 1.728 2T 22.58 154.170 40.091 to 120.0 0.0 22.580 0.017 314 9.57 0.0029 0.0 176.750 0.518 Vel = 1.31 0.0 9.57 40.626 K Factor= 1.50 338 10.69 1.728 2T 22.58 154.170 40.532 to 120.0 0.0 22.580 0.017 315 10.69 0.0036 0.0 176.750 0.635 Vel = 1.46 0.0 10.69 41.184 K Factor = 1.67 339 12.05 1.728 2T 22.58 154.170 40.882 to 120.0 0.0 22.580 0.017 316 12.05 0.0045 0.0 176.750 0.793 Vel = 1.65 0.0 12.05 41.692 K Factor= 1.87 340 13.74 1.728 2T 22.58 154.170 41.194 to 120.0 0.0 22.580 0.017 317 13.74 0.0057 0.0 176.750 1.011 Vel = 1.88 0.0 13.74 42.222 K Factor = 2.11 341 16.02 1.728 2T 22.58 154.210 41.512 to 120.0 0.0 22.580 0.017 318 16.02 0.0076 0.0 176.790 1.344 Vel = 2.19 0.0 16.02 42.873 K Factor= 2.45 342 18.93 1.728 2T 22.58 154.210 41.821 to 120.0 0.0 22.580 0.017 319 18.93 0.0103 0.0 176.790 1.829 Vel = 2.59 0.0 18.93 43.667 K Factor = 2.86 343 22.13 1.728 2T 22.58 154.170 42.070 to 120.0 0.0 22.580 0.017 320 22.13 0.0138 0.0 176.750 2.440 Vel = 3.03 0.0 22.13 44.527 K Factor = 3.32 344 25.35 1.728 2T 22.58. 154.170 42.242 to 120.0 0.0 22.580 0.017 321 25.35 0.0178 0.0 176.750 3.138 Vel = 3.47 0.0 25.35 45.397 K Factor= 3.76 345 28.78" 1.728 2T 22.58 154.170 42.354 to 120.0 0.0 22.580 0.017 322 28.78 0.0224 0.0 176.750 3.967 Vel = 3.94 0.0 28.78 46.338 K Factor = 4.23 346 31.99 1.728 2T 22.58 154.140 42.404 to 120.0 0.0 22.580 0.017 323 31.99 0.0273 0.0 176.720 4.826 Vel = 4.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 13 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 31.99 47.247 K Factor= 4.65 n Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AutoPeaking Summary , Foothill Fire Protection, Inc. Page 14 Warehouses FP 3-16-16 Date Auto Peaking Summary - List of Pipes for Area Calculated Left • Right Side Side From To Length From To Length 7 182 63.120 ' 1 D 13.000 14 290 54.990 326 8 50.320. 18 291' 62.420 327 15 53.830 21 292 75.000 328 19 54.000 7 182, 54.990 1 D 13.000 14 290 ' 54.990 326 8 50.320 18 291 62.420 327 15 53.830 - ' 21 292 75.000 328 19 54.000 Flow Safety Pressure Required Margin Differential Area Calculated 1202.126 30.334 -0.028 Right _ 8.130 1201.823 30.305 0.000 , Typical Distance Between Heads = 8.130 Split Point Used in Worst Area Peaked =.4 Split Point Used in Area Calculated = 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA ,03087 PROTEC),/0 E PRO SCO y O O 10 2 a a q v C SSIFICATION 1 C-16 O LICENSE NO. s, #783132 P T�rFOFCALIFo 6 Foothill Fire Protection, Inc. 170 Erma Ct. - Chico, CA, 95926 530.826.3013 Job Name Warehouse5_FP - 3-16-16 Building Location : 5311 Midway, Richvale CA System' 2 Contract 7315C Data File Warehouses FP 3-16-16 Area 2.WXF PERMIT # I l b— O Ag— BUTTE �Ii)-ivrq.. COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANC I{, :ATE x, 1 BY Computer Programs by Hydratec Inc. Route 111. Windham. N.H. USA 03087 I j PROTEC),/0 E PRO SCO y O O 10 2 a a q v C SSIFICATION 1 C-16 O LICENSE NO. s, #783132 P T�rFOFCALIFo 6 Foothill Fire Protection, Inc. 170 Erma Ct. - Chico, CA, 95926 530.826.3013 Job Name Warehouse5_FP - 3-16-16 Building Location : 5311 Midway, Richvale CA System' 2 Contract 7315C Data File Warehouses FP 3-16-16 Area 2.WXF PERMIT # I l b— O Ag— BUTTE �Ii)-ivrq.. COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANC I{, :ATE x, 1 BY Computer Programs by Hydratec Inc. Route 111. Windham. N.H. USA 03087 I Foothill Fire Protection, Inc. Page 1 Warehouses FP 3-16-16 Date HYDRAULIC CALCULATIONS for Project name: Lundberg Existing Building Location: 5311 Midway, Richvale CA Drawing no: Date: 3-21-16 Design Remote area number. 2 Remote area location: Break Room Occupancy classification: Light Hazard Density. .1 - Gpm/SgFt Area of application: 900 - SgFt Coverage per sprinkler. 255 - SgFt Type of sprinklers calculated. 155° 5.6 FRB SSP No. of sprinklers calculated. 7 In -rack demand. - GPM Hose streams: 100 -GPM Total water required (including hose streams): 285.6 -GPM @ 78 - Psi Type of system: WET Volume of dry or preaction system: -Gal. Water supply information Date: Location: Source: 1500 GPM @ 100 PSI Fire Pump Name of contractor. Foothill Fire Protection Address: Phone number. Name of designer. Cameron Ricketts Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 2 Date Pump Data: Demand: P1 - Pump Churn Pressure 104.5 D1 - Elevation 5.630 P2 - Pump Rated Pressure 95 D2 - System Flow : 164.979 P2 - Pump Rated Flow 1250 D2 - System Pressure 63.401 P3 - Pump Pressure @ Max Flow 61.75 Hose ( Demand ) : 100 P3 - Pump Max Flow 1875 D3 - System Demand : 264.979 Safety Margin 41.097 150 140 .130 P 120 R 110 E 100 S 90 S 80 U 70 D2 P3 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 3 Date Fitting Legend Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Abbrev. Name '/2 . 1 1 % 1 Y� 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 F NFPA 13 45' Elbow 1 1. 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 - 15 17 20 25 30 35 50 60 71 81 91 101 121 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. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Foothill Fire Protection, Inc. Page 4 Warehouse5_FP 3-16-16 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP02 9.0 5.6 16.14' na' 22.5 0.1 225 7.0 EQ02 0.0 21.34 na DP01 9.0 5.6 16.14 na 22.5 0.1 225 7.0 EQO1 0.0 0.0 na 4 26.37 43.73 na 5 26.02 44.5 na 6 - 25.41: 45.37 na 7 24.81 46.25 na 182 20.72 53.01 na , 290 20.72 53.02 na 291 20.72 53.03 na 292 20.72 53.04 na 293 20.72 53.06 na 294 20.72 53.09 na 295 20.72 53.12 na 296 20.72 53.14 na 297 20.72 .53.17 na 298 20.72 53.2 na. 299 20.72 53.23 na 300 20.72 53.27 na 313 20.72 53.3 na 314 20.72 53.33 na 315 20.72 53.37 na 316 20.72 53:41 na 317 20.72 53.44 na 318 20.72 53.49 na " 319 20.72 53.54 na 320 20.72 53.6 na + 321 20.72 53.66 na' 322 20.72 53.72 + na 323 20.72 53.79 na 324 20.72 53.85 na TOR 20.72 54.05 na BOR -4.0 64.92 na UG2 -4.0 65.08 na UG1 -4.0 65.12 na 100.0 TEST 0.0 63.4 ' na 3 . 25.76 43.38 na 2 25.15 43.03 na 1 24.54 42.69 na D 24.54 ' 40.86 na 325 20.76 52.44 na + > 326 20.76 52.57 na 327 '20.76 52.67 na 328 20.76 52.73 na 329 20.76 52.81 na 330 20.76 52.89 na 331 20.76 52.97 na 332 20.76 53.03 na 333 20.76 53.1 na 334 20.76 53.16 na 335 20.76 53.2 na 336 20.76 _ 53.24 na 337 20.76 53.27 na 338 _ 20.76 53.3 na 339 20.76 53.33 na 340 20.76 53.35 na 341 20.76 53.37 na 342 20.76 53.39 na 343 20.76 53.41 na 344 20.76 ` _ 53.42 na 345 20.76. 53.43 na Computer Programs by Hydratec Inc.. Route 111 Windham N.H. USA 03087 Flow Summary - Standard y Foothill Fire Protection, Inc. Page 5 Warehouses FP 3-16-16 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 346 20.76 53.43 na 347 20.76 53.44 na 8 24.54 51.09 na 9 25.15 50.84 na 10 25.76 50.6 na 11 26.37 50.35 na 12 26.02 50.52 na 13 25.41 50.81 na 14 24.81 51.09 na 15 24.28 51.26 na 16 24.77 51.06 na - 17, 25.27 50.85 na 18 25.76 50.65 na 19 26.26 50.45 na 20 26.25 50.47 na 21 25.76 50.69 na 22 24.28 51.3 na 23 24.77 51.1 na 24 25.27 50.9 na 25 25.76 50.69 na 26 26.26 50.49 na 27 - 26.25 50.5 na 28 25.76 50.73 na 348 26.19 50.76 na 201 13.0 K = K @ EQ01 20.86 na 22.5 F 13.0 21.32 na 349 13.0 21.79 na 350 13.0 24.45 na A 13.0 26.84 na B 13.0 27.27 na C 13.0 28.81 na DOWN 13.0 33.47 na UP 24.54 29.86 na 202 13.0 K = K @ EQ01 21.57 na 22.88 204 13.0 K = K @ EQ01 22.04 na 23.13 352 13.0 22.53 na r 353 13.0 23.02 na 354 13.0 24.81 na 205 13.0 K = K @ EQ01 21.95 na 23.08 203 13.0 K = K @ EQ01 23.5 na 23.88 206 13.0 K = K @ EQ01 23.84 na 24.05 207 13.0 K = K @ EQ01 26.67 na 25.44 355 13.0 27.26 na The maximum velocity is 22.57 and it occurs in the pipe between nodes UP and D Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 6 Warehouse5-FP-3-16-16 Date Hyd. Qa Dia: Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*'*"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP02 22.50 1.08 T 5.762 3.500 16.143 K Factor = 5.60 to 120.0 0.0 - 5.762 3.898 EQ02 22.5 0.1405 0.0 9.262 1.301 Vel = 7.88 0.0 22.50 - 21.342 K Factor = 4.87 DP01 22.50: .1.08 E 2.305 3.500 16.143 K Factor = 5.60 to 120.0 0.0 2.305 3.898 EQ01 22.5 0.1404 0.0 5.805 0.815 Vel = 7.88 0.0 22.50 20.856 K Factor = 4.93 4 55.36 1.728 0.0 8.130 43.733 to 120.0 0.0 0.0 0.152 5 55.36 0.0753 0.0 8.130 0.612 Vel = 7.57 5 0.0 1.728 0.0 8.150 44.497 to 120.0 0.0 0.0 - 0.264 6 55.36 0.0753 0.0 8.150 0.614 Vel = 7.57 6 0.0 1.728 0.0 8.150 45.375 to 120.0 0.0 0.0 0.260 7 55.36 0.0752 0.0 8.150 0.613 Vel = 7.57 7 0.0 1.728 T 11.29 54.990 46.248 to 120.0 0.0 11.290 1.771 182 55.36 0.0753 0.0 66.280 4.991 Vel = 7.57 • 182 0.0 4.31 0.0 12.000 53.010 to 120.0 0.0 0.0 0.0 290 55.36 0.0008 0.0 12.000 0.010 Vel = 1.22 290 8.64 4.31 0.0 9.750 53.020 to 120.0 0.0 0.0 0.0 f+ 291 64.0 0.0011 0.0 9.750 '0.011 Vel = 1.41 291 7.71 4.31 0.0 7.500 53.031 to . 120.0 0.0 0.0. 0.0 292 71.71 0.0015 0.0 7.500 0.011 Vel = 1.58 292 7.06 4.31 0.0 10.980 5.3.042 to 120.0 0.0 0.0 0.0 293 78.77 0.0016 0.0 10.980 0.018 Vel = 1.73 293 6.24 4.31 0.0 13.420 53.060 to 120.0 0.0 0.0 0.0 294 85.01 0.0019 0.0 13.420 0.026 Vel.= 1.87 294 5.35 4.31 0.0 13.420 53.086 to 120.0 0.0 -0.0 0.0 295 90.36 " 0.0022 0.0 13.420 0.030 Vel = 1.99 295 4.58 4.31 0.0. 11.770 53.116 to 120.0 0.0 0.01 0.0 296 94.94 0.0024 0.0 11.770 0.028 Vel = 2.09 296 1.66 4.31 0.0 10.250 53.144 to 120.0 0.0' 0.0 0.0 297 96.6. 0.0024 0.0 10.250 0.025 Vel = 2.12 297 3.09. 4.31 - 0.0 11.540 53.169 to 120.0 0.0 0.0 0.0 298 99.69 0.0026 0.0 11.540 0.030 Vel = 2.19 Computer Programs by Hydratec Inc. Route 111 Windham-N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 7 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf . Pn 298 3.42 4.31 0.0 11.880 53.199 to to 0.0 120.0 0.0 0.0 0.0 . 0.0066 0.0 299 103.11 0.0028 0.0 11.880 0.033 Vel = 2.27 299 2.85 4.31 0.0 11.880 53.232 BOR 164.98 to 0.0 120.0 0.0 0.0 0.0 300 105.96 0.0029 0.0 11.880 0.035 Vel = 2.33 300 2.57 4.31 0.0 11.920 53.267 to 120.0 0.0 0.0 0.0 313 108.53 0.0030 0.0 11.920 0.036 Vel = 2.39 313 2.49 4.31 0.0 9.910 53.303 to 120.0 0.0 0.0 0.0. 314 111.02 0.0032 0.0 9.910 0.032 Vel = 2.44 314 2.55 4.31 0.0 11.360 53.335 to 120.0 0.0 0.0 0.0 315 113.57 0.0033 0.0 11.360 0.037 Vel = 2.50 315 2.74 4.31 0.0 9.920 53.372 to 120.0 0.0 0.0 0.0 316 116.31 0.0035 0.0 9.920 0.035 Vel = 2.56 316 3.00 4.31 0.0 9.920 53.407 to 120.0 0.0 0.0 0.0 317 119.31 0.0036 0.0 9.920 0.036 Vel = 2.62 317 3.37 4.31 0.0 11.590 53.443 to 120.0 0.0 0.0 0.0 318 122.68 0.0038 0.0 11.590 0.044 Vel = 2.70 318 3.87 4.31 0.0 13.380 53.487 to 120.0 0.0 0.0 0.0 319 126.55 0.0040 0.0 13.380 0.054 Vel = 2.78 319 4.53 4.31 0.0 13.590 53.541 to 120.0 0.0 0.0 0.0 320 131.08 0.0043 0.0 13.590 0.059 Vel = 2.88 320 5.27 4.31 0.0 12.790 53.600 to 120.0 0.0 0.0 0.0 321 136.35 0.0047 0.0 12.790 0.060 Vel = 3.00 321 6.01 4.31 0.0 12.790 53.660 to 120.0 0.0 0.0 0.0 322 142.36 0.0050 0.0 12.790 0.064 Vel = 3.13 322 6.80 4.31 0.0 11.330 53.724 to 120.0 0.0 0.0 0.0 323 149.16 0.0055 0.0 11.330 0.062 Vel = 3.28 323 7.56 4.31 0.0 10.000 53.786 . to 120.0 0.0 0.0 0.0 324 156.72 0.0061 0.0 10.000 0.061 Vel = 3.45 324 8.26 4.31 E 13.937 17.110 53.847 to 120.0 0.0 13.937 0.0 TOR 164.98 0.0066 0.0 31.047 0.205 Vel = 3.63 TOR 0.0 4.31 0.0 24.720 54.052 to 120.0 0.0 0.0 10.706 BOR 164.98 0.0066 0.0 24.720 0.164 Vel = 3.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J Final Calculations - Hazen -Williams Y Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 8 Date Hyd. Qa Dia.. Fitting Pipe Pt Pt Ref. 264.98 "C.. or Ftng's Pe Pv **'*"*` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41.097 Continuation Pressure 104.498 4 -55.36 .1.728 0.0 8.150 BOR 0.0 6.09 to 0.0 200.000 64.922 0.0 to 150.0 3 0.0 0:0 0.0 8.150 UG2 164.98 0.0008 3 0.0 200.000 0.163 Vel = 1.82 UG2 0.0 7.98 2F 27.183 70.000 65.085 0.0 to 150.0 T 52.855 80.037 0.0 8.150 UG1 164.98 0.0002 2 0.0 150.037 0.033 Vel = 1.06 UG1 100.00 7.98 E 27.183 2.000 65.118 Qa = 100 to 150.0 1 0.0 27.182 -1.732 8.150 TEST 264.98 0.0005 11, 0.0 29.182 0.015 Vel = 1.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0.0 264.98 63.401 K Factor= 33.28 System Demand Pressure 63.401 Safety Margin 41.097 Continuation Pressure 104.498 4 -55.36 .1.728 0.0 8.150 43.733 to 120.0 0.0 0.0 0.264 3 -55.36 -0.0752 0.0 8.150 -0.613 Vel = 7.57 3 0.0 1.728 0.0 8.150 43.384 to 1.20.0 0.0 0.0 0.264 2 -55.36 -0.0753 0.0 8.150 -0.614 Vel = 7.57 2 0.0 1.728 0.0 8.150 43.034 to 120.0 0.0 0.0 0.264 1 -55.36 -0.0752 0.0 8.150 -0.613 Vel = 7.57 11, 0.0 1.728 ' T 11.29 13.000 42.685 to 120.0 0.0 11.290 0.0 D -55.36 -0.0753 0.0 24.290 -1.829 Vel = 7.57 D 164.98 ; 1.728 0.0 37.330 40.856 to 120.0 0.0 0.0 1.637 325 109.62 0.2665 0.0 37.330 9.947 Vel = 15.00 325 0.0 3.314 0.0 12.000 52.440 to 120.0 0.0 0.0 0.0 326 109.62 0.0112 0.0 12.000 0.134 Vel = 4.08 326 -8.64 3.314 0.0 9.750. 52.574 to 120.0 0.0 0.0 0.0 327 100.98 0.0096 0.0 9.750 0.094 Vel = 3.76 327 -7.71 3.314 0.0 7.500 52.668 to 120.0 0.0 0.0 0.0 328 93.27 0.0083 0.0 7.500 0.062 Vel = 3.47 328 -7.06 3.314 0.0 10.980 52.730 to 120.0 0.0 0.0 0.0 329 86.21 0.0072 0.0 10.980 0.079 Vel = 3.21 329 -6.24 3.314 0.0 13.420 52.809 to 120.0 0.0 0.0 0.0 330 79.97 0.0062 0.0 13.420 0.083 Vel = 2.97 330 -5.35 3.314. 0.0 13.420 52.892 to 120.0 0.0 0.0 0.0 331 74.62 0.0055 0.0 13.420 0.074 Vel = 2.78 331 -4.58 3.314 0.0 13.790 52.966 to 120.0 0.0 0.0 0.0 332 70.04 0.0049 0.0 13.790 0.067 Vel = 2.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 9 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** * *` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 332 -4.76 3.314 0.0 15.040 53.033 to to 0.0 120.0 0.0 0.0 0.0 0.0021 0.0 333 65.28 0.0043 0.0• 15.040 0.065 Vel = 2.43 333 -3.42 3.314 0.0 15.040 53.098 341 42.3 to 0.0 120.0 0.0 0.0 0.0 3.314 0.0 334 61.86 0.0039 0.0 15.040 0.058 Vel = 2.30 334 -2.84 3.314 0.0 13.440 53.156 to 120.0 0.0 0.0 0.0 335 59.02 0.0036 0.0 13.440 0.048 Vel = 2.20 335 -2.57 3.314 0.0 11.920 53.204 to 120.0 0.0 0.0 0.0 336 56.45 0.0033 0.0 11.920 0.039 Vel = 2.10 336 -2.49 3.314 0.0 9.910 53.243 to 120.0 0.0 0.0 0.0 337 53.96 0.0030 0.0 9.910 0.030 Vel = 2.01 337 -2.55 3.314 0.0 11.360 53.273 to 120.0 0.0 0.0 0.0 338 51.41 0.0027 0.0 11.360 - 0.031 Vel = 1.91 338 -2.74 3.314 0.0 9.920 53.304 to 120.0 0.0 0.0 0.0 339 48.67 0.0025 0.0 9.920 0.025 Vel = 1.81 339 -3.00 3.314 0.0 9.920 53.329 to 120.0 • 0.0 0.0 0.0 340 45.67 0.0021 0.0 9.920 0.021 Vel = 1.70 340 -3.37 3.314 0.0 11.600 53.350 to 1 120.0 0.0 0.0 0.0 341 42.3 0.0020 0.0 11.600 0.023 Vel = 1.57 341 -3.87 3.314 0.0 13.380 53.373 to .0.0 120.0 0.0 0.0 0.0 342 38.43 0.0016 0.0 13.380 0.021 Vel = 1.43 342 -4.53 3.314 0.0 13.590 53.394 to 120.0 0.0 0.0 0.0 343 33.9 0.0013 0.0 13.590 0.018 Vel = 1.26 343 -5.27 3.314 0.0 12.790 53.412 to 120.0 0.0 0.0 0.0 344 28.63 0.0009 .0.0 12.790 0.012 Vel = 1.06 344 -6.01 3.314 0.0 12.790 53.424 to 120.0 0.0 0.0 0.0 345 22.62 0.0005 0.0 12.790 0.007 Vel = 0.84 345 -6.81 3.314 0.0 11.330 53.431 to 120.0 0.0 0.0 0.0 346 15.81 0.0004 0.0 11.330 0.004 Vel = 0.59 346 -7.55 3.314 0.0 10.000 53.435 to 120.0 0.0 0.0 0.0 347 8.26 0.0001 0.0 10.000 0.001 Vel = 0.31 347 0.0 1.728 2T 22.58 154.140 53.436 to 120.0 0.0 22.580 0.017 324 8.26 0.0022 0.0 176.720 0.394 Vel = 1.13 Computer Programs by Hydratec Inc. Route 111. Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 10 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 326. to 8 8 to 9 9 to 10 10 to ` 11 .11 to 12 .12 to 13 13 to 14 14 . to 290 327 to 15 15 to 16 16 to 17 17 to 18 18 to 19 19 to 20 20 to 21 0.0 8.26 53.847 K Factor = 1.13 8.64 1.728 T 11.29 50.320 52.574 - 120.0 0.0 11.290 -1.637 8.64 0.0024 0.0 61.610 0.149 - Vel = 1.18 0.0 1.728 0.0. 8.150 51.086 120.0 0.0 0.0 -0.264 8.64 •0.0025 0.0 8.150 0.020 Vel = 1.18 0.0 1.728 0.0 8.150 50.842 120.0 0.0 0.0 -0.264 8.64 0.0025 0.0 8.150 0.020 Vel = 1.18 0.0 1.728 0.0 8.150 50.598 120.0 0.0 0.0 -0.264 8.64 0.0023 0.0 8.150 0.019 Vel = 1.18 0.0 1.728 0.0 8.130 50.353 - 120.0 0.0 0.0 0.152 8.64 0.0023 0.0 8.130 0.019 Vel = 1.18 0.0 1.728 0.0 8.150 50.524 120.0 0.0 0.0 0.264 8.64 0.0025 0.0 8.150 0.020 Vel = 1.18 0.0 1.728 0.0 8.150 50.808 120.0 0.0 0.0 0.260 8.64 0.0025 0.0 8.150 0.020 Vel = 1.18 0.0 1.728 T 11.29 54.990 51.088 120.0 0.0 11.290 1.771 8.64 0.0024 0.0 66.280 0.161 Vel = 1.18 0.0 1.728 0.0 6.600 50.655 8.64 120.0 0.0 0.0 53.020 K Factor = 1.19 7.70 1.728 T 11.29 46.790 52.668 120.0 0.0 '11.290 -1.525 7.7 0.0020 0.0 58.080 -0.114 Vel = 1.05 0.0 1.728 0.0 6.600 51.257 120.0 0.0 0.0 -0.212 7.7 0.0020 0.0 6.600 0.013 Vel = 1.05 0.0 1.728 0.0 6.600 51.058 120.0 0.0 0.0 -0.217 7.7 0.0020 0.0 6.600 0.013 Vel = 1.05 0.0 1.728 0.0 6.600 50.854 120.0 0.0 0.0 -0.212 7.7 0.0020 0.0 6.600 0.013 Vel = 1.05 0.0 1.728 0.0 6.600 50.655 120.0 0.0 0.0 -0.217 7.7 0.0020 0.0 6.600 0.013 Vel = 1.05 0.0 1.728 0.0 6.580 50.451 120.0 • 0.0 0.0 0.004 7.7 0.0020 0.0 6.580 0.013 Vel = 1.05 0.0 1.728 0.0 6.600 50.468 120.0 0.0 0.0 0.212 7.7 0.0021 0.0 6.600 0.014 Vel = 1.05 • i Computer Programs by Hydratec Inc. Route 111' Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 11 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'' **** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 21 0.0 1.728 T 11.29 67.750 50.694 to 120.0 0.0 11.290 2.183 291 7.7 0.0019 0.0 79.040 0.154 Vel = 1.05 0.0 7.70 53.031 K Factor= 1.06 328 7.06 1.728 T 11.29 46.790 52.730 to 120.0 0.0 11.290 -1.525 22 7.06 0.0017 0.0 58.080 0.097 Vel = 0.97 22 0.0 1.728 0.0 6.600 51.302 to 120.0 0.0 0.0 -0.212 23 7.06 0.0017 0.0 6.600 0.011 Vel = 0.97 23 0.0 1.728 0.0 6.600 51.101 to 120.0 0.0 0.0 -0.217 24 7.06 0.0018 0.0 6.600 0.012 Vel = 0.97 24 0.0 1.728 0.0 6.600 50.896 to 120.0 0.0 0.0 -0.212 25 7.06 0.0015 0.0 6.600 0.010 Vel = 0.97 25 0.0 1.728 0.0 6.600 50.694 to 120.0 0.0 0.0 -0.217 26 7.06 0.0018 0.0 6.600 0.012• Vel = 0.97 26 0.0 1.728 0.0 6.580 50.489 to 120.0 0.0 0.0 0.004 27 7.06 0.0017 0.0 6.580 0.011 Vel = 0.97 27 0.0 1.728 0.0 6.600 50.504 to 120.0 0.0 0.0 0.212 28 7.06 -0.0017 0.0 6.600 0.011 Vel = 0.97 28 0.0 1.728 T 11.29 67.750 50.727 to 120.0 0.0 11.290 2.183 292 7.06 0.0017 0.0 79.040 0.132 Vel = 0.97 0.0 7.06 53.042 K Factor= 0.97 329 6.24 1.728 2T 22.58 154.220 52.809 to 120.0 0.0 22.580 0.017 293 6.24 0.0013 0.0 176.800 0.234 Vel = 0.85 0.0 6.24 53.060 K Factor = 0.86 330 5.36 1.728 2T 22.58 154.220 52.892 to 120.0 0.0 22.580 0.017 294 5.36 0.0010 0.0 176.800 0.177 Vel = 0.73 0.0 5.36 53.086 K Factor= 0.74 331 4.58 1_.728 2T 22.58 154.220 52.966 to 120.0 0.0 22.580 0.017 295 4.58 0.0008 0.0 176.800 0.133 Vel = 0.63 0.0 4.58 53.116 K Factor= 0.63 332 4.75 1.728 2T 22.58 80.530 53.033 to 120.0 0.0 22.580 -2.352 348 4.75 0.0008 0.0 103.110 0.083 Vel = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 12 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 348 -1.66 1.728 E 5.645 81.860 50.764 to 120.0 T 11.29 16.935 2.369 2.84 297 3.09 0.0004 53.156 0.0 98.795 0.036 Vel = 0.42 2E 11.29 0.0 0.017 299 2.84 0.0003 0.0 189.600 3.09 Vel = 0.39 0.0 53.169 K Factor = 0.42 296 -1.66 1.728 T 11.29 75.650 53.144 53.232 to 335 120.0 E 5.645 16.935 -2.369 - 348 -1.66 -0.0001 0.0 0.0 92.585 -0.011 Vel = 0.23 2.57 0.0 0.0 176.790 0.046 _Vel = 0.35 0.0 -1.66 50.764 K Factor= -0.23 333 3.42 1.728 2T 22.58 158.900 53.098 to 120.0 2E 11.29 33.870 0.017 298 3.42 0.0004 0.0 192.770 0.084 Vel = 0.47 336 2.49 1.728 2T 22.58 154.210 53.243 to 120.0 0.0 22.580 0.017 313 2.49 0.0002 0:0 176.790 0.043 Vel = 0.34 0.0 2.49 53.303 K Factor= 0.34 337 0.0 1.728 2T 22.58 154.170 53.273 3.42 120.0 53.199 K Factor= 0.47 334 2.84 1.728 2T 22.58 155.730 53.156 0.0 to 0.045 120.0 2E 11.29 33.870 0.017 299 2.84 0.0003 0.0 189.600 0.059 Vel = 0.39 0.0 53.335 K Factor = 0.35 338 2.74 1.728 2.84 22.58 154.170 53.304 53.232 K Factor= 0.39 335 2.57 1.728 2T 22.58 154.210 53.204 - to 2.74 120.0 0.0 22.580 0.017 0.051 300 2.57 0.0003 0.0 176.790 0.046 _Vel = 0.35 0.0 2.74 2.57 K Factor= 0.38 339 3.01 53.267 K Factor= 0.35 336 2.49 1.728 2T 22.58 154.210 53.243 to 120.0 0.0 22.580 0.017 313 2.49 0.0002 0:0 176.790 0.043 Vel = 0.34 0.0 2.49 53.303 K Factor= 0.34 337 2.55 1.728 2T 22.58 154.170 53.273 to 120.0 0.0 22.580 0.017 314 2.55 0.0003 0.0 176.750 0.045 Vel = 0.35 0.0 2.55 53.335 K Factor = 0.35 338 2.74 1.728 2T 22.58 154.170 53.304 to 120.0 0.0 22.580 0.017 315 2.74 0.0003 0.0 176.750 0.051 Vel = 0.37 0.0 2.74 53.372 K Factor= 0.38 339 3.01 1.728 2T 22.58 154.170 53.329 to 120.0 0.0 22.580 0.017 316 3.01 0.0003 0.0 176.750 0.061 Vel = 0.41 0.0 3.01 53.407 K Factor = 0.41 340 3.37 ' 1.728 2T 22.58 154.170 53.350 to 120.0 0.0 22.580 0.017 317 3.37 0.0004 0.0 176.750 0.076 Vel = 0.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 13 Warehouse5-FP-3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 3.37 53.443 K Factor= 0.46 341 3.87 1.728 2T 22.58 154.210 53.373 to 120.0 0.0 22.580 0.017 318 3.87 0.0005 0.0 176.790 0.097 Vel = 0.53 0.0 ' 3.87 53.487 K Factor= 0.53 342 4.53 1.728 2T 22.58 154.210 53.394 to 120.0 0.0 22.580 0.017 319 4.53 0.0007 0.0 176.790 0.130 Vel = 0.62 0.0 4.53 53.541 K Factor = 0.62 343 5.26 1.728 2T 22.58 154.170 53.412 to 120.0 0.0 22.580 0.017 320 5.26 0.0010 0.0 176.750 0.171 Vel = 0.72 0.0 5.26 53.600 K Factor = 0.72 344 6.01 1.728 2T 22.58 154.170 53.424 to 120.0 0.0 22.580 0.017 321 6.01 0.0012 0.0 176.750 0.219 Vel = 0.82 0.0 ' 6.01 53.660 K Factor= 0.82 345 6.81 1.728 2T 22.58 154.170 53.431 to 120.0 0.0 22.580 0.017 322 6.81 0.0016 0.0 176.750 0.276 Vel = 0.93 0.0 6.81 53.724 K Factor = 0.93 346 7.56 1.728 2T 22.58 154.140 53.435 to 120.0 0.0 22.580 0.017 323 7.56 0.0019 0.0 176.720 0.334 Vel = 1.03 0.0 7.56 53.786 K Factor = 1.03 201 22.50 1.08 0.0 3.290 20.856 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 F 22.5 0.1404 0.0 3.290 0.462 Vel = 7.88 F 0.0 1.408 0.0 12.210 21.318 to 120.0 0.0 0.0 0.0 349 22.5 0.0386. 0.0 12.210 0.471 Vel = 4.64 349 22.88 1.408 T 6.617 12.210 21.789 to 120.0 0.0 6.617 0.0 , 350 45.38 0.1413 0.0 18.827 2.661 Vel = 9.35 350 23.89 1.408 T .6.617 1.130 24.450 to 120.0 0.0 .. 6.617 0.0 A 69.27 0.3090 0.0 7.747 2.394 Vel = 14.27 A 0.0 2.203 0.0 12.120 26.844 to 120.0 0.0 0.0 0.0 B 69.27 0.0349 0.0 12.120 0.423 Vel = 5.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 14 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" . or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B 70.27 2.203 0.0 12.120 27.267 to 120.0 0.0. 0.0 0.0 C 139.54 0.1276 0.0 12.120 1.546 Vel = 11.75 C 25.44 2.203 E 6.819 19.940 28.813 to 120.0 0.0 6.819 0.0 DOWN 164.98 0.1740 0.0 26.759 4.655 Vel = 13.89 DOWN 0.0 2.203 0.0 8.000 33.468 to 120.0 0.0 0.0 -4.998 UP 164.98 0.1740 0.0 8.000 1.392 Vel = 13.89 UP 0.0 1.728 T 11.29 8.080 29.862 to 120.0 0.0 11.290 0.0 D 164.98 0.5676 0.0' 19.370 10.994 Vel = 22.57 0.0 164.98 40.856 K Factor= 25.81 202 22.88 1.08 0.0 1.500 21.572 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 349 22.88 0.1447 0.0 1.500 0.217 Vel = 8.01 0.0 22.88 21.789 K Factor = 4.90 204 23.13 1.08 0.0 3.300 22.041 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 352 23.13 0.1476 0.0 3.300 0.487 Vel = 8.10 352 0.0 1.408 0.0 12.210 22.528 to 120.0 0.0 0.0 0.0 353 23.13 0.0406 0.0 12.210 0.496 Vel = 4.77 353 23.08 1.408 0.0 12.210 23:024 to 120.0 0.0 0.0 0.0 354 46.21 0.1462 0.0 12.210 1.785 Vel = 9.52 354 24.06 1.408 T 6.617 1.130 24.809 to 120.0 0.0 6.617 0.0 B 70.27 0.3173 0.0 7.747 2.458 Vel = 14.48 0.0 70.27 27.267 K Factor= 13.46 205 23.08 1.08 T 5.762 1.510 21.954 K Factor @ node EQ01 to 120.0 0.0 5.762 0.0 353 23.08 0.1471 0.0 7.272 1.070 Vel = 8.08 0.0 23.08 23.024 K Factor= 4.81 203 23.88 1.08 T 5.762 0.300 23.500 K Factor @ node EQ01 to 120.0 0.0 5.762 0.0 350 23.88 0.1567 F 0.0 6.062 0.950 Vel = 8.36 0.0 23.88 24.450 K Factor = 4.83 206 24.05 1.08 T 5.762 0.360 23.836 K Factor @ node EQ01 to 120.0 0.0 5.762 0.0 354 24.05 0.1589 0.0 6.122 0.973 Vel = 8.42 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 15 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe ' ' Pt Pt Ref. "C" or Ftng's Pe Pv "" ***' Notes Point Qt Pf/Ft Eqv. Ln.. Total Pf Pn i 11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 24.05 24.809 K Factor= 4.83 207 25.44 1.08 0.0 3.310 26.672 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 355 25.44 0.1761 0.0 3.310 0.583 Vel = 8.91 355 0.0 1.408 T 6.617 25.540 27.255 to 120.0 0.0 6.617 0.0 C 25.44 0.0484 0.0 32.157 1.558 Vel = 5.24 0.0 - 25.44 - 28.813 K Factor = 4.74 i 11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AutoPeaking Summary Foothill Fire Protection, Inc. Page 16 Warehouses FP 3-16-16 Date -Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 7 182 14.340 1 D 53.650 14 290 14.340 326 8 90.970 21 291 27.100 327 15 87.440 28 292 27.100 328 22 87.440 7 182 54.990 1 D 13.000 14 290 54.990 326 8 50.320 21 291 67.750 327 15 46.790 28 292 67.750 328 22 46.790 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Flow Safety Pressure Required Margin Differential Left 0.000 48.780 264.979 41.097 Left 40.650 264.979 41.097 -0.000 Left 32.520 264.979 .41.097 -0.000 Left 24.390 264.979 41.097 -0.000 Left 16.260 264.979 41.097 -0.000 Left 8.130 264.979 41.097 -0.000 Area Calculated 264.979 41.097 . -0.000 Right 8.130 264.979 41.097 -0.000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , AutoPeaking Summary Typical Distance Between Heads = 8.130 Split Point Used in Worst Area Peaked = 201 Split Point Used in Area Calculated = 201 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 p�?ptOTECT/Oti FIR E pgOT 00 2 a Z q U CLASSIFICATION -4 C-16 O LICENSE NO. #783132 Q grPOFCAL1Fo Foothill Fire Protection, Inc. 170 Erma Ct. Chico, CA, 95926 530.826.3013 Job Name Warehouse5_FP_3-16-16 Building Location 5311 Midway, Richvale CA System 1 Contract 7315C Data File Warehouses FP 3-16-16 Area 3.WXF PERMIT# �,' I BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANC DATE S I5 By + , Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Foothill Fire Protection, Inc. Page 1 Warehouses FP 3-16-16 Date HYDRAULIC CALCULATIONS for Project name: Lundberg Existing Building Location: 5311 Midway, Richvale CA Drawing no: Date: 3-21-16 Design Remote area number: 1 Remote area location: Warehouse Area Occupancy classification: Class IV Comm Density. 0.2 - Gpm/SgFt Area of application: 1500 - SgFt Coverage per sprinkler. 130 - SgFt Type of sprinklers calculated. 200° 8.0 SSU, No. of sprinklers calculated. 9 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 477 -GPM @ 56 - Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: 1500 GPM @ 100 PSI Fire Pump Name of contractor. Foothill Fire Protection Address: Phone number. Name of designer: Cameron Ricketts Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) t i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Water Supply Curve C Foothill Fire Protection, Inc. Page 2 Warehouses FP 3-16-16 Date Pump Data: Demand: P1 - Pump Churn Pressure 104.5 D1 - Elevation 4.331 P2 - Pump Rated Pressure 95 D2 - System Flow : 227.222 P2 - Pump Rated Flow 1250 D2 - System Pressure 55.960 P3 - Pump Pressure @ Max Flow 61.75 Hose ( Demand) : 250 P3 - Pump Max Flow 1875 D3 - System Demand : 477.222 Safety Margin 48.534 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 P3 R 60 E 50 3 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) ------------ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Foothill Fire Protection, Inc. Page 3 Warehouses FP 3-16-16 Date Fitting Legend Abbrev. Name '/2 < 1 1% 1'% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 ' 10 12 15 '17 20 25 30 35 50 60 71 81 91 101 121 Units Summary I 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. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Foothill Fire Protection, Inc. Page 4 Warehouse5 FP 3-16-16 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 10.5 5.6 21.56 na 26.0 0.2 130 7.0 EQ01 10.0 22.38 na 4 26.37 41.76 na 5 26.02 41.88 na 6 25.41 42.12 na 7 24.81 42.34 na 182 20.72 43.86 na 290 20.72 43.99 na 291 20.72 44.09 na 292 20.72 44.16 na 293 20.72 44.25 na 294 20.72 44.36 na 295 20.72 44.46 na ' 296 20.72 44.54 na 297 20.72 44.61 na 298 20.72 44.69 na 299 20.72 44.77 na 300 20.72 44.84 na 313 20.72 44.92 na 314 20.72 44.98 na 315 20.72 45.05 na 316 20.72 45.12 na 317 20.72 45.18 na 318 20.72 45.26 na 319 20.72 45.36 na 320 20.72 45.47 na s 321 20.72 45.58 na 322 20.72 45.7 na 323 20.72. 45.81 na 324 20.72 45.92 na TOR 20.72 - 46.29 na BOR -4.0 57.29 na UG2 -4.0 57.59 na UG1 -4.0 57.65 na 250.0 ; TEST - 0.0 55.96 na 3 25.76 42.06 na 2 25.15 42.35 na 1 24.54 42.65 na D - 24.54 42.74 na 325 20.76 44.52 na 326 20.76 44.52 na •327 20.76 44.53 na r 328 20.76 44.53 na 329 20.76 44.55 na • 330 20:76 44.58 na 331 20.76 44.62 na 332 20.76 44.66 na 333 20.76 44.72 na 334 20.76 ". 44.78 na 335 20.76 44.84 na 336 20.76 44.9 na 337 20.76 44.94 na 338 20.76 44.99 na 339 20.76 45.03 na 340 20.76 45.07 na 341 20.76 45.1 na 342• 20.76 45.14 na 343. 20.76 45.17 na 344 20.76 45.19 na 345 20.76 45.2 na 346 20.76 45.21 na 347 20.76 45.21 na - Computer Programs by Hydratec Inc. Route 111- Windham N.H. USA 03087 Flow Summary - Standard Foothill Fire Protection, Inc. Page 5 Warehouse5 FP 3-16-16 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 24.54 42.69 na 9 25.15 42.41 na 10 25.76 42.12 na 11 26.37 41.83 na 12 26.02 41.95 na 13 25.41 42.19 na 14 24.81 42.43 na 15 24.28 42.84 na 16 24.77 42.59 na 17 25.27 42.34 na 18 25.76 42.1 na 19 24.28 42.87 na 20 24.77 42.63 na 21 25.27 42.38 na 348 26.19 42.24 na 309 10.0 5.6 21.56 na 26.0 0.2 130 7.0 306 10.0 5.6 23.3 na 27.03 0.2 130 7.0 307 10.0 5.6 25.01 na 28.01 0.2 130 7.0 C 10.0 31.48 na A 10.0 43.16 na B 20.72 43.81 na 308 10.0 K= K @ EQ01 25.67 na 27.85 351 10.0 29.55 na 301 10.0 5.6 25.77 na 28.43 0.2 130 7.0 302 10.0 5.6 27.79 na 29.52 0.2 130 7.0 303 10.0 5.6 29.81 na 30.57 0.2 130 7.0 304 10.0 K = K @ EQ01 29.43 na 29.82 The maximum velocity is 20.97 and it occurs in the pipe between nodes C and A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Warehouse5 FP 3-16-16 Page 6 Date Hyd. Qa Dia. Fitting 8.130 Pipe Pt Pt Ref. "C" or 0.0 Ftng's Pe Pv *'**'* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1.51 5 0.0 1.728 0.0 8.150 41.882 DP01 26.00 1.08 E 2.305 1.000 21.556 K Factor = 5.60 to -11.04 120.0 0.0 0.0 2.305 0.217 1.51 EQ01 26.0 0.1834 0.0 0.0 3.305 0.606 Vel = 9.11 to 0.0 120.0 0.0 0.0 0.260 7 26.00 -0.0039 0.0 8.150 -0.032 22.379 K Factor = 5.50 4 -11.04 1.728 0.0 8.130 41.762 to 120.0 0.0 0.0 0.152 5 -11.04 -0.0039 0.0 8.130 -0.032 Vel = 1.51 5 0.0 1.728 0.0 8.150 41.882 to 120.0 0.0 .0.0 0.264 6, -11.04 -0.0037 0.0 8.150 -0.030 Vel = 1.51 6 0.0 1.728 0.0 8.150 42.116 to 120.0 0.0 0.0 0.260 7 -11.04 -0.0039 0.0 8.150 -0.032 Vel = 1.51 7 0.0 1.728 T 11.29 54.990 42.344 to 120.0 0.0 11.290 1.771 182 -11.04 -0.0038 0.0 66.280 -0.252 Vel = 1.51 182 227.22 4.31 0.0 12.000 43.863 to 120.0 0.0 0.0 0.0 290 216.18 0.0109 .0.0 12.000 0.131 Vel = 4.75 290 -9.85 4.31 0.0 9.750 43.994 to 120.0 0.0 0.0 ' 0.0 291 206.33 0.0099 0.0 9.750 0.097 Vel = 4.54 291 -8.91 4.31 0.0 7.500 44.091 to 120.0 0.0 0.0 0.0 292 197.42 0.0093 0.0 7.500 0.070 Vel = 4.34 292 -8.23 4.31 0.0 10.980 44.161 to 120.0 0.0 0.0 0.0 293 189.19 0.0085 0.0 10.980 0.093 Vel = 4.16 293 -7.31 4.31 0.0 13.420 44.254 to 120.0 0.0 0.0 0.0 294 181.88 0.0080 0.0 13.420 0.107 Vel = 4.00 294 -6.29 4.31 0.0 13.420 44.361 to 120.0 0.0 0.0 0.0 295 r 175.59 0.0074 0.0 13.420 0.099 Vel = 3.86 295 -5.33 4.31 0.0 11.770 44.460 to , 120.0 0.0 0.0 0.0 296 170.26 0.0071 0.0 11.770 0.083 Vel = 3.74 296 -4.54 4.31 0.0 10.250 44.543 to 120.0 0.0 0.0 0.0 297 165.72 0.0067 0.0 10.250 0.069 Vel = 3.64 297 0.20 4.31 0.0 11.540 44.612 to 120.0 0.0 0.0 - 0.0 298 165.92 0.0067 0.0 11.540 0.077 Vel = 3.65 298 -2.59 4.31 0.0 11.880 44.689 , to 120.0 0.0 0.0 0.0 299 163.33 0.0065 0.0 11.880 0.077 Vel = 3.59 299 -2.14 4.31 0.0 11.880 44.766 to 120.0 0.0 0.0 0.0 300 161.19 0.0063 0.0 11.880 0.075 Vel = 3.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 7 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '"*''*" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 300 -1.57 4.31 0.0 11.920 44.841 to 120.0 0.0 0.0 0.0 313 159.62 0.0063 0.0 11.920 0.075 Vel = 3.51 313 0.42 4.31 0.0 9.910 44.916 to 120.0 0.0 0.0 0.0 314 160.04 0.0063 0.0 9.910 0.062 Vel = 3.52 314 1.59 4.31 0.0 11.360 44.978 to 120.0 0.0 0.0 0.0 315 161.63 0.0063 0.0 11.360 0.072 Vel = 3.55 315 2.47 4.31 0.0 9.920 45.050 to 120.0 0.0 0.0 0.0 316 164.1 0.0066 0.0 9.920 0.065 Vel = 3.61 316 3.17 4.31 0.0 9.920 45.115 to 120.0 0.0 0.0 0.0 317 167.27 0.0068 0.0 9.920 0.067 Vel = 3.68 317 3.90 4.31 0.0 11.590 45.182 to 120.0 0.0 0.0 0.0 318 171.17 0.0072 0.0 11.590 0.083 Vel = 3.76 318 4.78 4.31 0.0 13.380 45.265 to 120.0 0.0 0.0 0.0 319 175.95 0.0074 0.0 13.380 0.099 Vel = 3.87 319 5.82 4.31 0.0 13.590 45.364 to 120.0 0.0 0.0 0.0 320 181.77 0.0079 0.0 13.590 0.108 Vel = 4.00 320 6.92 4.31 0.0 12.790 45.472 to 120.0 0.0 0.0 0.0 321 188.69 0.0085 0.0 12.790 0.109 Vel = 4.15 321 8.00 4.31 0.0 12.790 45.581 to 120.0 0.0 0.0 0.0 322 196.69 0.0091 0.0 12.790 0.117 Vel = 4.33 322 9.15 4.31 0.0 11.330 45.698 to 120.0 0.0 0.0 0.0 323 205.84 0.0100 0.0 11.330 0.113 Vel = 4.53 323 10.20 4.31 0.0 10.000 45.811 to 120.0 0.0 0.0 0.0 324 216.04 0.0109 0.0 10.000 0.109 Vel = 4.75 324 11.18 4.31 E 13.937 17.110 45.920 to 120.0 0.0 13.937 0.0 TOR 227.22 0.0120 0.0 31.047 0.372 Vel = 5.00 TOR 0.0 4.31 0.0 24.720 46.292 to 120.0 0.0 0.0 10.706 BOR 227.22 0.0120 0.0 24.720 0.296 Vel = 5.00 BOR 0.0 6.09 0.0 200.000 57.294 to 150.0 0.0 0.0 0.0 UG2 227.22 0.0015 0.0 200.000 0.294 Vel = 2.50 UG2 0.0 7.98 2F 27.183 70.000 57.588 to 150.0 T 52.855 80.037 0.0 UG1 227.22 0.0004 0.0 150.037 0.059 Vel = 1.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 8 Warehouse5_FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" . or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG1 250.00 7.98 E . 27.183 2.000 57.647 Qa = 250 to 150.0 0.0 27.182 -1.732 TEST 477.22 0.0015 0.0 29.182 0.045 Vel = 3.06 0.0 11.04 477.22 55.960 K'Factor = 63.79 System Demand Pressure Safety Margin 1.728 Continuation Pressure 1.51 4 11.04 1.728 to 120.0 120.0 3 11.04 0.0038 3 0.0 1.728 to 0.0 120.0 2 11.04. 0.0038 2 0.0 1.728 to 12.000 120.0 1 11.04 0.0039 1 0.0 1.728 to 0.0 120.0 D 11.04 0.0038 0.0 0.0 0.0 . 0.0 0:0 0.0 0.0 0.0 0.0 T 11.29- 0.0 -- 0.0 8.150 0.0 8.150 8.150 0.0 8.150 8.150 0.0 8.150 13.000 11.290 24.290 55.960 48.534 104.494 41.762 0.264 0.031 42.057 0.264 0.031 42.352 0.264 0.032 42.648 0.0 0.092 Vel = 1.51 1.728 0.0 Vel = 1.51 Vel = 1.51 120.0 0.0 Vel = 1.51 D 0.0 1.728 0.0 37.330 42.740 to 120.0 0.0 0.0. 1.637 325 11.04 0.0038 0.0 37.330 0.143 Vel = 1.51 325 0.0 3.314 0.0 12.000 44.520 to . 120.0 0.0 0.0 0.0 326 11.04 0.0002 0.0 12.000 0.002 Vel = 0.41 326 9.85 3.314 0.0 9.750 44.522 to 120.0 0.0 0.0 0.0 327 20.89 0.0005 0.0 9.750 0.005 Vel- 0.78 327 8.91 3.314 0.0 7.500 44.527 to 120.0 0.0 0.0 0.0 328 29.8 0.0009 0.0 7.500 0.007 Vel = 1.11 328 8.23 3.314 0.0 10.980 44.534 + to 120.0 0.0 .0.0 0.0 329 38.03 0.0016 0.0 10.980 0.018 Vel = 1.41 329 7.32 3.314 0.0 13.420 44.552 to 120.0 0.0 0.0 0.0 330 45.35 0.0022 0.0 13.420 0.029 Vel = 1.69 330. 6.28 ' 3.314 0.0 13.420 44.581 to 120.0 0.0 0.0 0.0 331 51.63 0.0028 0.0 . 13.420 0.037, Vel = 1.92 331 5.33 3.314 0.0 13.790 44.618 to 120.0 0.0 0.0 0.0 332 56.96 0.0033 0.0 13.790 0.046 Vel = 2.12 332 4.35 3.314 0.0- 15.040 44.664 to 120.0 0.0 0.0 0.0 333 61.31 0.0039 0.0 15.040 0.058 Vel = 2.28 333 2.58 3.314 0.0 15.040 44.722 to 120.0 0.0 0.0 0.0 334 63.89 0.0041 0.0 15.040 0.062 , •Vel = 2.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 9 Warehouses FP 3-16-16 Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "" "*** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 334 2.14 3.314 0.0 13.440 44.784 to 120.0 0.0 0.0 0.0 335 66.03 0.0043 0.0 13.440 0.058 Vel = 2.46 335 1.57 3.314 0.0 11.920 44.842 to 120.0 0.0 0.0 0.0 336 67.6 0.0046 0.0 11.920, 0.055 Vel = 2.51 336 -0.41 3.314 0.0 9.910 44.897 to 120.0 0.0 0.0 0.0 337 67.19 0.0045 0.0 9.910 0.045 Vel = 2.50 337 -1.60 3.314 0.0 11.360 44.942 to 120.0 0.0 0.0 0.0 338 65.59 0.0043 0.0 11.360 0.049 Vel = 2.44 338 -2.47 3.314 0.0 9.920 44.991 to 120.0 0.0 0.0 0.0 339 63.12 0.0040 0.0 9.920 0.040 Vel = 2.35 339 -3.17 3.314 0.0 9.920 45.031 to 120.0 0.0 0.0 0.0 340 59.95 0.0036 0.0 9.920 0.036 Vel = 2.23 340 -3.90 3.314 0.0 11.600 45.067 to 120.0 0.0 0.0 0.0 341 56.05 0.0032 0.0 11.600 0.037 Vel = 2.08 341 -4.78 3.314 0.0 13.380 45.104 to 120.0 0.0 0.0 0.0 342 51.27 0.0028 0.0 13.380 0.037 Vel = 1.91 342 -5.81 3.314 0.0 13.590 45.141 to 120.0 0.0 0.0 0.0 343 45.46 0.0022 0.0 13.590 0.030 Vel = 1.69 343 -6.92 3.314 0.0 12.790 45.171 to 120.0 0.0 0.0 0.0 344 38.54 0.0016 0.0 12.790 0.021 Vel = 1.43 344 -8.01 3.314 0.0 12.790 45.192 to 120.0 0.0 0.0 0.0 345 30.53 0.0010 0.0 12.790 0.013 Vel = 1.14 345 -9.14 3.314 0.0 11.330 45.205 to 120.0 0.0 0.0 0.0 346 21.39 0.0005 0.0 11.330 0.006 Vel = 0.80 346 -10.21 3.314 0.0 10.000 45.211 to 120.0 0.0 0.0 0.0 347 11.18 0.0002 0.0 10.000 0.002 Vel = 0.42 347 0.0 1.728 2T 22.58 154.140 45.213 to 120.0 0.0 22.580 0.017 324 11.18 0.0039 0.0 176.720 0.690 Vel = 1.53 0.0 11.18 45.920 K Factor= 1.65 326 -9.85 1.728 T 11.29 50.320 44.522 to 120.0 0.0 11.290 -1.637 8 -9.85 -0.0031 0.0 61.610 -0.190 Vel = 1.35 8 0.0 1.728 0.0 8.150 42.695 to 120.0 0.0 0.0 -0.264 9 -9.85 -0.0032 0.0 8.150 -0.026 Vel = 1.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 10 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 0.0 1.728 0.0 8.150 42.405 to 120.0 0.0 0.0 -0.264 10 -9.85 -0.0031 0.0 8.150 -0.025 Vel = 1.35 10 0.0 1.728 0.0 8.150 42.116 to 120.0 0.0 0.0 -0.264 11 -9.85 -0.0031 0.0 8.150 -0.025 Vel = 1.35 11 0.0 1.728 0.0 8.130 41.827 to 120.0 0.0 0.0 0.152 12 -9.85 -0.0032 0.0 8.130 -0.026 Vel = 1.35 12 0.0 1.728 0.0 8.150 41.953 to 120.0 0.0 0.0 0.264 13 -9.85 -0.0031 0.0 X8.150 -0.025 Vel = 1.35 13 0.0 1.728 0.0 8.150 42.192 to 120.0 0.0 0.0 0.260 14 -9.85 -0.0031 0.0 8.150 -0.025 Vel = 1.35 14 0.0 1.728 T 11.29 54.990 42.427 to 120.0 0.0 11.290 1.771 290 -9.85 -0.0031 0.0 66.280 -0.204 Vel = 1.35 0.0 -9.85 43.994 K Factor= -1.49 327 -8.92 1.728 T 11.29 53.830 44.527 to 120.0 0.0 11.290 -1.525 15 -8.92 -0.0026 0.0 65.120 -0.167 Vel = 1.22 15 0.0 1.728 0.0 12.500 42.835 to 120.0 0.0 0.0 -0.212 16 -8.92 -0.0026 0.0 12.500 -0.032 Vel = 1.22 16 0.0 1.728 0.0 12.500 42.591 to 120.0 0.0 0.0 -0.217- 17 -8.92 -0.0026 0.0 12.500 -0.032 Vel = 1.22 17 0.0 1.728 0.0 12.500 42.342 to 120.0 0.0 0.0 -0.212 18 -8.92 -0.0026 0.0 12.500 -0.032 Vel = 1.22 18, 0.0 1.728 T 11.29 62.420 42.098 to 120.0 0.0 11.290 2.183 291 -8.92 -0.0026 0.0 73.710 -0.190 Vel = 1.22 - 0.0 -8.92 44.091 K Factor= -1.34 328 -8.23 1.728 T 11.29 54.000 44.534 to 120.0 0.0 11.290 -1.525 19 -8.23 -0.0022 0.0 65.290 -0.144 Vel = 1.13 19 0.0 1.728 0.0 12.500 42.865 to 120.0 0.0 0.0 -0.212 20 -8.23 -0.0022 0.0 12.500 -0.028 Vel = 1.13 20 0.0 1.728 0.0 12.500 42.625 to 120.0 0.0 0.0 -0.217 21 -8.23 -0.0022 0.0 12.500- -0.027 Vel = 1.13 21 0.0 1.728 T 11.29 75.000 42.381 to 120.0 0.0 11.290 1.971 292 -8.23 -0.0022 0.0 • 86.290 -0.191 Vel = 1.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Warehouses FP 3-16-16 Page 11 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"*` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -8.23 44.161 K Factor= -1.24 329 -7.31 1.728 2T 22.58 154.220 44.552 to 120.0 0.0 22.580 0.017 293 -7.31 -0.0018 0.0 176.800 -0.315 Vel = 1.00 0.0 -7.31 44.254 K Factor= -1.10 330 -6.28 1.728 2T 22.58 154.220 44.581 to 120.0 0.0 22.580 0.017 294 -6.28 -0.0013 0.0 176.800 -0.237 Vel = 0.86 0.0 -6.28 44.361 K Factor= -0.94 331 -5.33 1.728 2T 22.58 154.220 44.618 to. 120.0 0.0 22.580 0.017 295 -5.33 -0.0010 0.0 176.800 -0.175 Vel = 0.73 0.0 -5.33 44.460 K Factor= -0.80 332 -4.35 1.728 2T 22.58 80.530 44.664 to 120.0 0.0 22.580 -2.352 348 -4.35 -0.0007 0.0 103.110 -0.070 Vel = 0.60 348 4.54 1.728 E 5.645 81.860 42.242 to 120.0 T 11.29 16.935 2.369 297 0.19 0.0 0.0 98.795 0.001 Vel = 0.03 0.0. 0.19 44.612 K Factor= 0.03 296 4.54 1.728 T 11.29 75.650 44.543 to 120.0 E 5.645 16.935 -2.369 348 4.54 0.0007 0.0 92.585 0.068 Vel = 0.62 0.0 4.54 42.242 K Factor= 0.70 333 -2.58 1.728 2T 22.58 158.900 44.722 to 120.0 2E 11.29 33.870 0.017 298 -2.58 -0.0003 0.0 192.770 -0.050 Vel = 0.35 0.0 -2.58 44.689 K Factor= -0.39 334 -2.14 1.728 2T 22.58 155.730 44.784 to 120.0 2E 11.29 33.870 0.017 299 -2.14 -0.0002 0.0 189.600 -0.035 Vel = 0.29 0.0 -2.14 44.766 K Factor= -0.32 335 -1.57 1.728 2T 22.58 154.210 44.842 to 120.0 0.0 22.580 0.017 300 -1.57 -0.0001 0.0 176.790 -0.018 Vel = 0.21 0.0 -1.57 44.841 K Factor= -0.23 336 0.41 1.728 2T 22.58 154.210 44.897 to 120.0 0.0 22.580 0.017 313 0.41 0.0 0.0 176.790 0.002 Vel = 0.06 Computer ProgPams by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams 0.0 Foothill Fire Protection, Inc. 3.90 Page 12 Warehouses FP 3-16-16 45.182 K Factor= 0.58 Date 4.77 Hyd. Qa Dia. Fitting Pipe Pt Pt 45.104 Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft . Eqv. Ln. Total Pf Pn 0.0008 0.0 • 176.790 0.144 Vel = 0.65 0.0 0.0 - 0.41 4.77 44.916 K Factor = 0.06 • 337 1.59 1.728 2T 22.58 154.170 44.942 2T 22.58 to 120.0 45.141 0.0 22.580 0.017 120.0 314 1.59 0.0001 0.0 0.0 176.750 0.019 Vel = 0.22 319 0.0 0.0012 0.0 176.790 0.206 Vel = 0.80 1.59 0.0 44.978 K Factor= 0.24 338 2.47 1.728 2T 22.58 154.170 44.991 to 120.0 0.0 22.580 0.017 343 6.92 315 2.47 0.0002 2T 0.0 176.750 0.042 Vel = 0.34 0.0 120.0 0.0 22.580 0.017 2.47 320 6.92 45.050 K Factor= 0.37 339 3.18 1.728 2T 22.58 154.170 45.031 0.0 to 120.0 0.0 22.580 0.017 316 3.18 0.0004 0.0 176.750 0.067 Vel = 0.44 K Factor = 0.0 344 , 8.01 1.728 2T 22.58 154.170 3.18 - to 45.115 K Factor = 0.47 340 3.90 1.728 2T 22.58 154.170 45.067 321 8.01 to 120.0 0.0 22.580 0.017 Vel = 1.10 317 3.9 0.0006 0.0 0.0 176.750 0.098 Vel = 0.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0.0 3.90 45.182 K Factor= 0.58 341 4.77 1.728 2T 22.58 154.210 45.104 to 120.0 0.0 22.580 0.017 318 4.77 0.0008 0.0 • 176.790 0.144 Vel = 0.65 0.0 ' 4.77 45.265 K Factor= 0.71 342 5.82 1.728 2T 22.58 154.210 45.141 to 120.0 0.0 22.580 0.017 319 5.82 0.0012 0.0 176.790 0.206 Vel = 0.80 0.0 5.82 45.364 K Factor= 0.86 343 6.92 1.728 2T 22.58' 154.170 45.171 to 120.0 0.0 22.580 0.017 320 6.92 0.0016 0.0 - 176.750 0.284 Vel = 0.95 0.0 6.92 - 45.472 K Factor = 1.03 344 , 8.01 1.728 2T 22.58 154.170 45.192 to 120.0 0.0 22.580 0.017 321 8.01 0.0021 0.0 176.750 0.372 Vel = 1.10 0.0 8.01 45.581 K Factor = 1.19 345 9.14 1.728 2T 22.58 154.170 45.205 to 120.0 0.0 22.580 0.017 322 9.14 0.0027 0.0 176.750 0.476 Vel = 1.25 0.0 9.14 45.698 K Factor = 1.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Foothill Fire Protection, Inc. Page 13 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 346 10.20 1.728 2T 22.58 154.140 45.211 to 120.0 0.0 22.580 0.017 323 10.2 0.0033 0.0 176.720 0.583 Vel = 1.40 0.0 10.20 45.811 K Factor= 1.51 309 26.00 1.08 0.0 9.500 21.556 K Factor = 5.60 to 120.0 0.0 0.0 0.0 306 26.0 0.1835 0.0 9.500 1.743 Vel = 9.11 306 27.03 1.408 0.0 9.100 23.299 K Factor = 5.60 to 120.0 - 0.0 0.0 0.0 307 53.03 0.1886 0.0 9.100 1.716 Vel = 10.93 307 28.01 1.639 E 4.363 19.690 25.015 K Factor = 5.60 to 120.0 T 8.727 13.090 0.0 C 81.04 0.1971 0.0 32.780 6.461 Vel = 12.32 C 146.18 2.104 T 10.902 7.900 31.476 to 120.0 2E 10.902 21.804 0.0 A 227.22 0.3934 0.0 29.704 11.686 Vel = 20.97 A 0.0 2.203 E 6.819 10.000 43.162 to 120.0 0.0 6.819 -4.643 B 227.22 0.3145 0.0 16.819 5.290 Vel = 19.13 B 0.0 4.31 0.0 4.500 43.809 to 120.0 0.0 0.0 0.0 182 227.22 0.0120 0.0 4.500 0.054 Vel = 5.00 0.0 227.22 43.863 K Factor= 34.31 308 27.85 1.08 2E 4.61 14.000 25.672 K Factor @ node EQ01 to 120.0 0.0 4.610 0.0 351 27.85 0.2083 0.0 18.610 3.877 Vel = 9.75 351 29.81 1.408 T 6.617 2.140 29.549 to 120.0 0.0 6.617 0.0 C 57.66 0.2201 0.0 8.757 1.927 Vel = 11.88 0.0 57.66 31.476 K Factor= 10.28 301 28.43 1.08 0.0 9.330 25.767 K Factor = 5.60 to 120.0 0.0 0.0 0.0 302 28.43 0.2164 0.0 9.330 2.019 Vel = 9.96 302 29.52 1.408 0.0 9.100 27.786 K Factor = 5.60 to 120.0 0.0 0.0 0.0 303 57.95 0.2222 0.0 9.100 2.022 Vel = 11.94 303 30.57 1.639 0.0 7.190 29.808 K Factor = 5.60 to 120.0 0.0 0.0 0.0 C 88.52 0.2320 0.0 7.190 1.668 Vel = 13.46 0.0 88.52 31.476 K Factor= 15.78 304 29.82 1.08 0.0 0.500 29.431 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 351 29.82 0.2360 0.0 0.500 0.118 Vel = 10.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams ` Foothill Fire Protection, Inc. Page 14 Warehouses FP 3-16-16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 29.82 29.549 ( K Factor = 5.49 F, j A r Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087, AutoPeaking Summary Foothill Fire Protection, Inc. Page 15 Warehouses FP 3-16-16 Date Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 7 182 38.730 1 D 29.260 / 14 290 38.730 326 8 66.580 18 291 46.160 327 15 70.090 21 292 58.740 328 19 70.260 7 182 54.990 1 D 13.000 14 290 54.990 326 8 50.320 18 291 62.420 327 15 53.830 21 292 75.000 328 19 54.000 Flow Safety Pressure Required Margin Differential Left 24.390 477.222 48.534 -0.000 Left 16.260 477.222 48.534 0.000 Left 8.130 477.222 48.534 -0.000 Area Calculated 477.222 48.534 -0.000 Right 8.130 477.222 48.534 -0.000 Typical Distance Between Heads = 8.130 Split Point Used in Worst Area Peaked = 309 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087