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HomeMy WebLinkAbout2600 GAGE DR; ; FPR2017-0033; PermitPERMIT REPORT (ity of Carlsb ad Print Date: 10/20/2021 Permit No: FPR2017-0033 Job Address: 2600 GAGE DR, CARLSBAD, CA Status: Issued - Active Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: 2081951100 Track #: Applied: 01/09/2017 Valuation: $11,864,606.00 Lot #: Issued: 01/26/2017 Occupancy Group: Project U: DEV11017 Finaled Close Out: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: Project Title: ROBERTSON RANCH WEST VILLAGE Description: ROBERTSON RANCH PORTOLA SENIOR APARTMENTS -NEW SPRINKLER SYSTEM >100 HEADS FPContractor: INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVE, U STE 101 SANTEE, CA 92071-4457 (619) 593-8200 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov fpK2o -()O3 - - - Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FP1 Location : 2600 GAGE DR CARLSBAD CA 92008 System AREA #1 Contract : C6042 Data File : CALC AREA #1 .WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 1-13-2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA 92008 Drawing no: FPI Date: 10-13-2016 Design Remote area number: AREA #1 Remote area location: 3RD FLOOR UNIT A Occupancy classification: RESIDENTIAL LIGHT HAZARD Density: 0.05 - Gpm/SqFt Area of application: 4 HEADS - SqFt Coverage per sprinkler: 256 - SqFt Type of sprinklers calculated: RELIABLE RA3516 No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: - GPM Total water required (including hose streams): 54.595 -GPM @ 46.544 - Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE ST CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor: IN NOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 1-13-2016 City Water Supply: Demand: Cl - Static Pressure : 97.2 Dl - Elevation : 20.320 C2 - Residual Pressure: 18 D2 - System Flow : 54.595 C2 - Residual Flow : 4415 D2 - System Pressure : 46.544 Hose (Demand ) :100 D3 - System Demand :154.595 Safety Margin : 50.496 150 140 130 120 R° E10° 9° S 80 U 70 R 60 E 50 - D2 40 D3. 30 20 lIE IIIIIIII 2 10 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC ROBERTSON RANCH Page Date 3 1-13-2016 Fitting Legend Abbrev. Name % % 1 11/4 1% 2 21,4 3 31,4 4 5 6 8 10 12 14 16 18 20 24 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N a CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Piameter 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. p Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH Date 1-13-2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Si 163.217 4.9 8.06 na 13.91 0.05 256 7.0 Xi 164.217 8.13 na S4 163.217 4.9 7.0 na 12.96 0.05 256 7.0 S3 163.217 4.9 7.25 na 13.2 0.05 256 7.0 X 164.217 7.31 na X2 164.217 8.46 na S2 163.217 4.9 8.79 na 14.52 0.05 256 7.0 X3 164.217 8.58 na X4 164.217 15.48 na X5 164.217 16.0 na TR1 164.217 16.41 na X6 164.217 16.3 na Mi 164.217 16.31 na X7 164.217 16.33 na M4 164.217 16.62 na Xii 164.217 16.74 na M2 164.217 16.35 na M3 164.217 16.76 na X8 164.217 16.36 na X9 164.217 16.75 na XIO 164.217 16.79 na X12 164.217 17.5 na X13 164.217 17.48 na M5 164.217 17.47 na TR2 164.217 17.46 na M6 164.217 17.47 na Y 164.217 17.47 na X14 164.217 17.76 na M7 164.217 17.81 na X16 164.217 17.83 na X17 164.217 18.35 na M9 164.217 18.36 na X19 164.217 18.44 na M8 164.217 17.82 na X15 164.217 17.84 na X18 164.217 18.4 na X20 164.217 19.2 na Mil 164.217 19.21 na M10 164.217 19.35 na X21 164.217 19.44 na 133 164.217 19.69 na X24 164.217 19.35 na M12 164.217 19.35 na M13 164.217 19.35 na M14 164.217 19.35 na M15 164.217 19.35 na TR3 164.217 19.36 na KIO 153.8 22.55 na BR1 153.8 22.55 na M16 153.8 22.5 na BR2 153.8 21.96 na M17 153.8 23.87 na B2 153.8 24.2 na BR3 153.8 23.87 na Ri 143.8 26.89 na M18 143.8 26.94 na Lii 143.8 28.18 na M19 143.8 28.29 na LX2 143.8 28.41 na TOR 143.8 28.56 na BOR 134.8 32.5 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 1-13-2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. UG1 131.3 34.04 na UG2 116.3 40.54 na D 121.0 38.51 na C 121.0 44.51 na UG3 116.3 46.54 na SORC 116.3 46.54 na 100.0 The maximum velocity is 18.4 and it occurs in the pipe between nodes X3 and X4 Computer Programs by Hydratec Inc. Rcute 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 1-13-2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SI 13.91 1.101 0 5.0 2.667 8.058 K Factor =4.90 to 150.0 N 7.0 12.000 -0.433 Xl 13.91 0.0347 0.0 14.667 0.509 Vel = 4.69 Xl 0.0 1.101 0.0 9.250 8.134 to 150.0 0.0 0.0 0.0 X2 13.91 0.0348 0.0 9.250 0.322 Vel = 4.69 0.0 13.91 8.456 K Factor = 4.78 S4 12.96 1.101 2N 14.0 5.333 7.000 K Factor = 4.90 to 150.0 0 5.0 19.000 -0.433 X 12.96 0.0305 0.0 24.333 0.742 Vel = 4.37 0.0 12.96 7.309 K Factor = 4.79 S3 13.20 1.101 N 7.0. 3.458 7.255 K Factor = 4.90 to 150.0 0 5.0 12.000 -0.433 X 13.2 0.0315 0.0 15.458 0.487 Vel = 4.45 X 12.96 1.101 0 5.0 5.250 7.309 to 150.0 0.0 5.000 0.0 X2 26.16 0.1119 0.0 10.250 1.147 Vel = 8.82 X2 13.91 1.101 0.0 0.500 8.456 to 150.0 0.0 0.0 0.0 X3 40.07 0.2460 0.0 0.500 0.123 Vel = 13.50 0.0 40.07 8.579 K Factor = 13.68 S2 14.52 1.101 0 5.0 1.000 8.786 K Factor =4.90 to 150.0 0.0 5.000 -0.433 X3 14.52 0.0377 0.0 6.000 0.226 Vel = 4.89 X3 40.08 1.101 N 7.0 8.833 8.579 to 150.0 0.0 7.000 0.0 X4 54.6 0.4361 0.0 15.833 6.905 Vel = 18.40 X4 0.0 1.598 R 1.0 6.229 15.484 to 150.0 0.0 1.000 0.0 X5 54.6 0.0711 0.0 7.229 0.514 Vel = 8.73 X5 -16.50 1.598 0 8.0 3.333 15.998 to 150.0 0.0 8.000 0.0 TR1 38.1 0.0364 0.0 11.333 0.413 Vel = 6.09 TR1 0.0 1.598 2N 18.0 10.417 16.411 to 150.0 0.0 18.000 4.512 BR2 38.1 0.0365 0.0 28.417 1.038 Vel = 6.09 0.0 38.10 21.961 K Factor = 8.13 X5 16.50 1.598 0 8.0 27.917 15.998 to 150.0 3R 3.0 11.000 0.0 X6 16.5 0.0078 0.0 38.917 0.302 Vel = 2.64 X6 -9.19 1.598 0.0 8.792 16.300 to 150.0 0.0 0.0 0.0 Ml 7.31 0.0017 0.0 8.792 0.015 Vel = 1.17 MI -3.65 1.101 20 10.0 75.500 16.315 to 150.0 17R 17.0 27.000 0.0 M4 3.66 0.0029 0.0 102.500 0.300 Vel = 1.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 7 ROBERTSON RANCH Date 1-13-2016 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 3.66 16.615 K Factor = 0.90 Ml 3.65 1.598 R 1.0 13.167 16.315 to 150.0 N 9.0 10.000 0.0 X7 3.65 0.0005 0.0 23.167 0.011 VeI= 0.58 X7 0.0 1.101 2N 14.0 73.958 16.326 to 150.0 hR 11.0 25.000 0.0 M4 3.65 0.0029 0.0 98.958 0.289 Vel = 1.23 M4 3.66 1.101 N 7.0 5.083 16.615 to 150.0 0.0 7.000 0.0 XII 7.31 0.0106 0.0 12.083 0.128 Vel = 2.46 XII 0.0 1.598 0 8.0 16.667 16.743 to 150.0 0.0 8.000 0.0 XIO 7.31 0.0017 0.0 24.667 0.043 Vel = 1.17 0.0 7.31 16.786 K Factor = 1.78 X6 9.19 1.598 0 8.0 10.417 16.300 to 150.0 0.0 8.000 0.0 M2 9.19 0.0026 0.0 18.417 0.048 Vel = 1.47 M2 -4.49 1.101 IOR 10.0 72.708 16.348 to 150.0 0 5.0 , 15.000 0.0 M3 4.7 0.0047 0.0 87.708 0.410 Vel = 1.58 M3 4.49 1.598 0.0 10.417 16.758 to 150.0 0.0 0.0 0.0 XIO 9.19 0.0027 0.0 10.417 0.028 Vel = 1.47 0.0 9.19 16.786 K Factor = 2.24 M2 4.49 1.598 0 8.0 14.167 16.348 to 150.0 0.0 8.000 0.0 X8 4.49 0.0007 0.0 22.167 0.016 Vel = 0.72 X8 0.0 1.101 0 5.0 72.708 16.364 to 150.0 12R 12.0 17.000 0.0 X9 4.49 0.0043 0.0 89.708 0.384 Vel = 1.51 X9 0.0 1.598 0.0 14.167 16.748 to 150.0 0.0 0.0 0.0 M3 4.49 0.0007 0.0 14.167 0.010 Vel = 0.72 0.0 4.49 16.758 K Factor = 1.10 XIO 16.50 1.598 8R 8.0 75.583 16.786 to 150.0 0 8.0 16.000 0.0 X12 16.5 0.0078 0.0 91.583 0.711 Vel = 2.64 X12 -20.19 1.598 2R 2.0 26.479 17.497 to 150.0 N 9.0 11.000 0.0 X13 -3.69 -0.0005 0.0 37.479 -0.019 Vel = 0.59 X13 0.0 1.598 0 8.0 10.417 17.478 to 150.0 0.0 8.000 0.0 M5 -3.69 -0.0005 0.0 18.417 -0.009 Vel = 0.59 M5 0.0 1.598 0 8.0 4.458 17.469 to 150.0 0.0 8.000 0.0 TR2 -3.69 -0.0005 0.0 12.458 -0.006 Vet = 0.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 8 ROBERTSON RANCH Date 1-13-2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1R2 0.0 1.598 2N 18.0 10.417 17.463 to 150.0 0.0 18.000 4.512 BR2 -3.69 -0.0005 0.0 28.417 -0.014 Vel = 0.59 0.0 -3.69 21.961 K Factor = -0.79 M5 0.0 1.101 17R 17.0 124.250 17.469 to 150.0 20 10.0 34.000 0.0 M6 0.0 0.0 N 7.0 158.250 0.0 Vel = 0 M6 0.0 1.101 2R 2.0 22.917 17.469 to 150.0 3N 21.0 28.000 0.0 Y 0.0 0.0 0 5.0 50.917 0.0 Vel = 0 Y 0.0 1.101 4R 4.0 13.750 17.469 to 150.0 0 5.0 9.000 0.0 M5 0.0 0.0 0.0 22.750 0.0 Vet = 0 0.0 0.0 17.469 K Factor = 0 X12 20.19 1.598 2R 2.0 13.417 17.497 to 150.0 0 8.0 10.000 0.0 X14 20.19 0.0113 0.0 23.417 0.264 Vel = 3.23 X14 -10.33 1.598 0 8.0 10.042 17.761 to 150.0 0.0 8.000 0.0 M7 9.86 0.0030 0.0 18.042 0.054 Vel = 1.58 M7 -4.83 1.101 0 5.0 85.083 17.815 to 150.0 12R 12.0 17.000 0.0 M9 5.03 0.0053 0.0 102.083 0.540 Vel = 1.70 0.0 5.03 18.355 K Factor = 1.17 M7 4.83 1.598 N 9.0 11.167 17.815 to 150.0 0.0 9.000 0.0 X16 4.83 0.0008 0.0 20.167 0.016 Vel = 0.77 X16 0.0 1.101 15R 15.0 85.083 17.831 to 150.0 0 5.0 20.000 0.0 X17 4.83 0.0049 0.0 105.083 0.515 Vel = 1.63 X17 0.0 1.598 0.0 11.167 18.346 to 150.0 0.0 0.0 0.0 M9 4.83 0.0008 0.0 11.167 0.009 Vel = 0.77 M9 5.03 1.598 0 8.0 18.000 18.355 to 150.0 2R 2.0 10.000 0.0 X19 9.86 0.0030 0.0 28.000 0.084 Vel = 1.58 X19 -15.05 1.101 16R 16.0 85.083 18.439 to 150.0 20 10.0 26.000 0.0 M8 -5.19 -0.0056 0.0 111.083 -0.622 Vel = 1.75 0.0 -5.19 17.817 K Factor= -1.23 X14 10.33 1.598 0 8.0 9.125 17.761 to 150.0 0.0 8.000 0.0 M8 10.33 0.0033 0.0 17.125 0.056 Vel = 1.65 M8 -5.18 1.598 0 8.0 14.208 17.817 to 150.0 0.0 8.000 0.0 X15 5.15 0.0009 0.0 22.208 0.020 Vel = 0.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 9 ROBERTSON RANCH Date 1-13-2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn X15 0.0 1.101 15R 15.0 79.417 17.837 to 150.0 N 7.0 22.000 0.0 X18 5.15 0.0055 0.0 101.417 0.560 Vel = 1.74 X18 0.0 1.598 2N 18.0 21.083 18.397 to 150.0 0 8.0 26.000 0.0 X19 5.15 0.0009 0.0 47.083 0.042 Vel = 0.82 X19 15.04 1.598 8R 8.0 51.750 18.439 to 150.0 0 8.0 16.000 0.0 X20 20.19 0.0113 0.0 67.750 0.765 VeI= 3.23 X20 -3.39 1.598 0 8.0 9.875 19.204 to 150.0 0.0 8.000 0.0 MIO 16.8 0.0081 0.0 17.875 0.144 Vel = 2.69 0.0 16.80 19.348 KFactor= 3.82 X20 3.39 1.598 0 8.0 9.333 19.204 to 150.0 0.0 8.000 0.0 Mil 3.39 0.0004 0.0 17.333 0.007 VeI= 0.54 Mu -1.73 1.598 N 9.0 8.417 19.211 to 150.0 0.0 9.000 71.122 X22 1.66 0.0001 0.0 17.417 0.002 Vel = 0.27 0.0 1.66 90.335 K Factor = 0.17 MIO 16.60 1.598 0.0 11.167 19.348 to 150.0 0.0 0.0 0.0 X21 16.6 0.0078 0.0 11.167 0.087 VeI= 2.66 X21 1.33 1.598 2N 18.0 9.833 19.435 to 150.0 0.0 18.000 0.0 B3 17.93 0.0091 0.0 27.833 0.252 Vel = 2.87 B3 0.0 4.26 E 13.167 10.417 19.687 to 120.0 T 26.334 39.501 4.512 B2 17.93 0.0001 0.0 49.918 0.006 Vel = 0.40 0.0 17.93 24.205 K Factor = 3.64 X21 -1.34 1.101 N 7.0 152.583 19.435 to 150.0 23R 23.0 30.000 0.0 X24 -1.34 -0.0005 0.0 182.583 -0.083 Vel = 0.45 X24 0.0 1.598 2R 2.0 12.167 19.352 to 150.0 0 8.0 10.000 0.0 M12 -1.34 -0.0001 0.0 22.167 -0.002 Vel = 0.21 M12 1.13 1.101 21R 21.0 153.625 19.350 to 150.0 0 5.0 33.000 0.0 MIO -0.21 0.0 N 7.0 186.625 -0.002 Vel = 0.07 0.0 -0.21 19.348 K Factor= -0.05 M12 -1.13 1.598 4R 4.0 18.167 19.350 to 150.0 0.0 4.000 0.0 M13 -1.13 0.0 0.0 22.167 -0.001 Vel = 0.18 M13 -0.60 1.101 31R 31.0 152.583 19.349 to 150.0 0 5.0 36.000 0.0 Mu -1.73 -0.0007 0.0 188.583 -0.138 Vel = 0.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 10 ROBERTSON RANCH Date 1-13-2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c.,or Ftngs Pe Pv Notes Point Qt P1/Ft Eqv. Ln. Total P1 Pn 0.0 -1.73 19.211 KFactor= -0.39 M13 0.60 1.598 2R 2.0 13.500 19.349 to 150.0 0.0 2.000 0.0 M14 0.6 0.0 0.0 15.500 0.0 Vet = 0.10 M14 -2.26 1.101 23R 23.0 157.667 19.349 to 150.0 2N 14.0 42.000 71.122 X22 -1.66 -0.0007 0 5.0 199.667 -0.136 Vet = 0.56 0.0 -1.66 90.335 KFactor= -0.17 M14 2.26 1.598 2R 2.0 13.583 19.349 to 150.0 0 8.0 10.000 0.0 M15 2.26 0.0002 . 0.0 23.583 0.005 Vet = 0.36 MiS 0.0 1.598 N 9.0 9.667 19.354 to 150.0 0.0 9.000 0.0 TR3 2.26 0.0002 0.0 18.667 0.004 Vel = 0.36 TR3 0.0 1.598 N 9.0 10.417 19.358 to 150.0 0.0 9.000 4.512 BR3 2.26 0.0002 0.0 19.417 0.003 Vel = 0.36 0.0 2.26 23.873 K Factor = 0.46 KIO 2.45 1.598 0 8.0 3.417 22.549 to 150.0 0.0 8.000 0.0 BR1 2.45 0.0002 0.0 11.417 0.002 Vet = 0.39 BRI 0.0 1.598 2N 18.0 10.000 22.551 to 150.0 0.0 18.000 4.331 RI 2.45 0.0002 0.0 28.000 0.006 Vet = 0.39 0.0 2.45 26.888 K Factor = 0.47 K10 -2.45 1.598 29R 29.0 176.396 22.549 to 150.0 0 8.0 37.000 0.0 M16 -2.45 -0.0002 0.0 213.396 -0.049 Vet = 0.39 M16 -15.21 1.598 3R 3.0 41.167 22.500 to 150.0 0 8.0 20.000 0.0 BR2 -17.66 -0.0088 N. 9.0 61.167 -0.539 Vel = 2.83 BR2 34.40 1.598 N 9.0 10.000 21.961 to 150.0 0.0 9.000 66.611 R2 16.74 0.0079 0.0 19.000 0.151 Vel = 2.68 0.0 16.74 88.723 K Factor = 1.78 M16 15.22 1.598 24R 24.0 155.417 22.500 to 150.0 20 16.0 49.000 0.0 M17 15.22 0.0067 N 9.0 204.417 1.367 Vel = 2.43 M17 -0.72 1.598 2N 18.0 29.167 23.867 to 150.0 0 8.0 26.000 0.0 B2 14.5 0.0061 0.0 55.167 0.338 Vel = 2.32 B2 17.93 4.26 2T 52.668 10.000 24.205 to 120.0 0.0 52.668 4.331 TOR 32.43 0.0003 0.0 62.668 0.021 Vet = 0.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 11 ROBERTSON RANCH Date 1-13-2916 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. AC" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 32.43 28.557 K Factor = 6.07 M17 0.72 1.598 25R 25.0 182.000 23.867 to 150.0 30 24.0 49.000 0.0 BR3 0.72 0.0 0.0 231.000 0.006 Vel = 0.12 BR3 2.26 1.598 2N 18.0 10.000 23.873 to 150.0 0.0 18.000 66.611 R3 2.98 0.0003 0.0 28.000 0.009 Vel = 0.48 0.0 2.98 90.493 K Factor = 0.31 Ri 2.45 1.598 29R 29.0 179.750 26.888 to 150.0 20 16.0 45.000 0.0 M18 2.45 0.0002 0.0 224.750 0.052 Vel = 0.39 M18 -19.19 1.598 4R 4.0 41.167 26.940 to 150.0 0 8.0 21.000 62.280 R2 -16.74 -0.0080 N 9.0 62.167 -0.497 Vel = 2.68 0.0 -16.74 88.723 KFactor= -1.78 M18 19.19 1.598 13R 13.0 100.104 26.940 to 150.0 0 8.0 21.000 0.0 Lii 19.19 0.0103 0.0 121.104 1.243 Vel = 3.07 LII -7.81 2.003 5R 5.0 55.292 28.183 to 150.0 N 11.0 26.000 0.0 M19 11.38 0.0013 0 10.0 81.292 0.106 VeI= 1.16 M19 2.98 2.003 2R 2.0 27.458 28.289 to 150.0 2N 22.0 34.000 0.0 LX2 14.36 0.0020 0 10.0 61.458 0.123 Vel = 1.46 LX2 7.80 2.003 2N 22.0 0.667 28.412 to 150.0 0 10.0 32.000 0.0 TOR 22.16 0.0044 0.0 32.667 0.145 Vel = 2.26 0.0 22.16 28.557 K Factor = 4.15 LII 7.80 1.598 8R 8.0 67.625 28.183 to 150.0 30 24.0 50.000 0.0 LX2 7.8 0.0019 2N 18.0 117.625 0.229 Vel = 1.25 0.0 7.80 28.412 K Factor = 1.46 M19 -2.98 1.598 25R 25.0 182.000 28.289 to 150.0 30 24.0 49.000 62.280 R3 -2.98 -0.0003 0.0 231.000 -0.076 Vel = 0.48 0.0 - -2.98 90.493 K Factor= -0.31 TOR 54.60 4.26 B 15.8 9.000 28.557 to 120.0 S 28.968 44.768 3.898 BOR 54.6 0.0009 0.0 53.768 0.049 Vel = 1.23 BOR 0.0 5.86 2T 76.685 62.417 32.504 to 150.0 0.0 76.685 1.516 UGI 54.6 0.0001 0.0 139.102 0.018 Vel = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 12 ROBERTSON RANCH Date 1-13-2016 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 0.0 9.42 6L 107.388 426.750 34.038 to 150.0 T 55.931 163.319 6.496 UG2 54.6 0.0 0.0 590.069 0.008 Vel = 0.25 UG2 0.0 10.42 2L 58.509 4.000 40.542 to 150.0 0.0 58.509 -2.036 D 54.6 0.0 0.0 62.509 0.0 Vel = 0.21 D 0.0 10.42 0.0 6.000 38.506 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 54.6 0.0 0.0 6.000 0.0 Vet = 0.21 C 0.0 10.42 2E 53.241 4.000 44.506 to 120.0 0.0 53.241 2.036 UG3 54.6 0.0 0.0 57.241 0.001 Vet = 0.21 UG3 0.0 11.65 2L 48.299 52.000 46.543 to 150.0 T 80.498 136.845 0.0 S SORC 54.6 0.0 G 8.05 188.845 0.001 Vel = 0.16 5 100.00 Qa = 100.00 154.60 5 46.544 K Factor = 22.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection b, Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FP2 Location : 2600 GAGE DR CARLSBAD CA 92008 System : AREA #2 Contract : C6042 Data File : CALC AREA #2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 12.20.2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA 92008 Drawing no: FP2 Date: 10-14-2016 Design Remote area number: AREA #2 Remote area location: 2ND FLOOR UNIT A Occupancy classification: RESIDENTIAL LIGHT HAZARD Density: 0.05 - Gpm/SqFt Area of application: 4 HEADS - SqFt Coverage per sprinkler: 256 - SqFt Type of sprinklers calculated: RELIABLE RA3516 No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: -GPM Total water required (including hose streams): 53.939 - GPM @ 45.932 -Psi Type of system: WET Volume of thy or preaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE DR CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor: INNOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20.2016 City Water Supply: Demand: Cl - Static Pressure : 97.2 Dl - Elevation : 16.025 C2 - Residual Pressure: 18 D2 - System Flow : 53.939 C2 - Residual Flow : 4415 D2 - System Pressure : 45.932 Hose ( Demand) :100 D3 - System Demand :153.939 Safety Margin : 51.109 150 140 130 p120 R° E10° 90 S 80 U 70 R 60 E 50 - 02 40D3 30 20 L D1 10 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC Page 3 ROBERTSON RANCH Date 12.20.2016 Fitting Legend Abbrev. Name /2 % 1 11/4 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I 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 Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute 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 I Flow Summary - STANDARD INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S5 153.3 4.9 7.82 na 13.7 0.05 256 7.0 K5 153.8 8.08 na S6 153.3 4.9 7.0 na 12.96 0.05 256 7.0 S7 153.3 4.9 7.05 na 13.01 0.05 256 7.0 K6 153.8 7.31 na K7 153.8 8.41 na S8 153.3 4.9 8.46 na 14.26 0.05 256 7.0 K8 153.8 8.45 na K9 153.8 14.81 na K10 153.8 15.31 na BR1 153.8 15.51 na M16 153.8 19.83 na BR2 153.8 19.87 na M17 153.8 22.93 na 132 153.8 23.61 na BR3 153.8 23.0 na RI 143.8 20.33 na M18 143.8 24.26 na LI1 143.8 27.14 na M19 143.8 27.4 na LX2 143.8 27.64 na TOR 143.8 27.95 na BOR 134.8 31.89 na UGI 131.3 33.43 na UG2 116.3 39.93 na D 121.0 37.89 na C 121.0 43.89 na UG3 116.3 45.93 na SORC 116.3 45.93 na 100.0 The maximum velocity is 18.18 and it occurs in the pipe between nodes K8 and K9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. CU or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S5 13.70 1.101 N 7.0 2.167 7.822 K Factor = 4.90 to 150.0 0 5.0 12.000 -0.217 K5 13.7 0.0339 0.0 14.167 0.480 Vel = 4.62 K5 0.0 1.101 0.0 9.750 8.085 to 150.0 0.0 0.0 0.0 K7 13.7 0.0337 0.0 9.750 0.329 Vel = 4.62 0.0 13.70 8.414 KFactor= 4.72 S6 12.96 1.101 N 7.0 5.333 7.000 K Factor = 4.90 to 150.0 0 5.0 12.000 -0.217 K6 12.96 0.0305 0.0 17.333 0.529 Vel = 4.37 0.0 12.96 7.312 K Factor = 4.79 S7 13.01 1.101 N 7.0 3.458 7.054 K Factor = 4.90 to 150.0 0 5.0 12.000 -0.217 K6 13.01 0.0307 0.0 15.458 0.475 Vel = 4.38 K6 12.97 1.101 0 5.0 5.292 7.312 to 150.0 0.0 5.000 0.0 K8 25.98 0.1104 0.0 10.292 1.136 Vel = 8.75 0.0 25.98 8.448 K Factor = 8.94 K7 13.70 1.101 0.0 1.000 8.414 to 150.0 0.0 0.0 0.0 K8 13.7 0.0340 0.0 1.000 0.034 Vel = 4.62 0.0 13.70 8.448 K Factor = 4.71 S8 14.26 1.101 0. 5.0 0.500 8.465 K Factor = 4.90 to 150.0 0.0 5.000 -0.217 K8 14.26 0.0364 0.0 5.500 0.200 Vel = 4.81 K8 39.68 1.101 N 7.0 7.917 8.448 to 150.0 0.0 7.000 0.0 K9 53.94 0.4265 0.0 14.917 6.362 Vel = 18.18 K9 0.0 1.598 R 1.0 6.229 14.810 to 150.0 0.0 1.000 0.0 KiO 53.94 0.0694 0.0 7.229 0.502 Vel 8.63 K10 -28.36 1.598 0 8.0 3.417 15.312 to 150.0 0.0 8.000 0.0 BRI 25.58 0.0175 0.0 11.417 0.200 Vel = 4.09 BR1 0.0 1.598 2N 18.0 10.000 15.512 to 150.0 0.0 18.000 4.331 Ri 25.58 0.0175 0.0 28.000 0.489 Vel = 4.09 0.0 25.58 20.332 K Factor = 5.67 KiO 28.36 1.598 29R 29.0 176.396 15.312 to 150.0 0 8.0 37.000 0.0 M16 28.36 0.0212 0.0 213.396 4.514 Vel = 4.54 M16 -23.73 1.598 3R 3.0 41.167 19.826 to 150.0 0 8.0 20.000 0.0 BR2 4.63 0.0007 N• 9.0 61.167 0.045 Vel = 0.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR2 0.0 1.598 N 9.0 10.000 19.871 to 150.0 0.0 9.000 66.611 R2 4.63 0.0007 0.0 19.000 0.014 Vel = 0.74 0.0 4.63 86.496 K Factor= 0.50 M16 23.72 1.598 24R 24.0 155.417 19.826 to 150.0 20 16.0 49.000 0.0 M17 23.72 0.0152 N 9.0 204.417 3.108 Vel = 3.79 M17 -2.68 1.598 2N 18.0 29.167 22.934 to 150.0 0 8.0 26.000 0.0 B2 21.04 0.0122 0.0 55.167 0.673 Vel = 3.37 B2 0.0 4.26 2T 52.668 10.000 23.607 to 120.0 0.0 52.668 4.331 TOR 21.04 0.0001 0.0 62.668 0.009 Vel = 0.47 0.0 21.04 27.947 K Factor = 3.98 M17 2.68 1.598 25R 25.0 182.000 22.934 to 150.0 30 24.0 49.000 0.0 BR3 2.68 0.0003 0.0 231.000 0.063 Vel = 0.43 BR3 0.0 1.598 2N 18.0 10.000 22.997 to 150.0 0.0 18.000 66.611 R3 2.68 0.0002 0.0 28.000 0.007 Vel = 0.43 0.0 2.68 89.615 K Factor= 0.28 Ri 25.58 1.598 29R 29.0 179.750 20.332 to 150.0 20 16.0 45.000 0.0 M18 25.58 0.0175 0.0 224.750 3.930 Vel = 4.09 M18 -30.21 1.598 4R 4.0 41.167 24.262 to 150.0 0 8.0 21.000 62.280 R2 4.63 -0.0007 N 9.0 62.167 -0.046 Vel = 0.74 0.0 4.63 86.496 K Factor= -0.50 M18 30.22 1.598 13R 13.0 100.104 24.262 to 150.0 0 8.0 21.000 0.0 LII 30.22 0.0238 0.0 121.104 2.881 Vel = 4.83 Lii -11.94 2.003 5R 5.0 55.292 27.143 to 150.0 N 11.0 26.000 0.0 M19 18.28 0.0031 0 10.0 81.292 0.254 Vel = 1.86 M19 2.68 2.003 2R 2.0 27.458 27.397 to 150.0 2N 22.0 34.000 0.0 LX2 20.96 0.0040 0 10.0 61.458 0.248 Vel = 2.13 LX2 11.93 2.003 2N 22.0 0.667 27.645 to 150.0 0 10.0 32.000 0.0 TOR 32.89 0.0092 0.0 32.667 0.302 Vel = 3.35 0.0 32.89 27.947 K Factor= 6.22 Lii 11.93 1.598 8R 8.0 67.625 27.143 to 150.0 30 24.0 50.000 0.0 LX2 11.93 0.0043 2N 18.0 117.625 0.502 Vel = 1.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 7 ROBERTSON RANCH Date 12.20.2016 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 11.93 27.645 K Factor= 2.27 M19 -2.68 1.598 25R 25.0 182.000 27.397 to 150.0 30 24.0 49.000 62.280 R3 -2.68 -0.0003 0.0 231.000 -0.062 Vel = 0.43 0.0 -2.68 89.615 K Factor= -0.28 TOR 53.94 4.26 B 15.8 9.000 27.947 to 120.0 S 28.968 44.768 3.898 BOR 53.94 0.0009 0.0 53.768 0.048 Vel = 1.21 BOR 0.0 5.86 21 76.685 62.417 31.893 to 150.0 0.0 76.685 1.516 UG1 53.94 0.0001 0.0 139.102 0.017 Vel = 0.64 UGI 0.0 9.42 6L 107.388 426.750 33.426 to 150.0 1 55.931 163.319 6.496 UG2 53.94 0.0 0.0 590.069 0.008 Vel = 0.25 UG2 0.0 10.42 2L 58.509 4.000 39.930 to 150.0 0.0 58.509 -2.036 D 53.94 0.0 0.0 62.509 0.001 Vel = 0.20 D 0.0 10.42 0.0 6.000 37.895 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 53.94 0.0 0.0 6.000 0.0 Vel = 0.20 C 0.0 10.42 2E 53.241 4.000 43.895 to 120.0 0.0 53.241 2.036 UG3 53.94 0.0 0.0 57.241 0.0 Vel = 0.20 UG3 0.0 11.65 2L 48.299 52.000 45.931 to 150.0 1 80.498 136.845 0.0 SORC 53.94 0.0 G 8.05 188.845 0.001 Vel = 0.16 100.00 Qa= 100.00 153.94 . 45.932 K Factor= 22.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -. Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FP2 Location 2600 GAGE DR CARLSBAD CA System : AREA #3 Contract : C6042 Data File : CALC AREA #3-COMMUNITY RM.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 12.20.2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA Drawing no: FP2 Date: 10-13-2016 Design Remote area number: AREA #3 Remote area location: 2ND FLOOR -COMMUNITY RM Occupancy classification: LIGHT HAZARD Density: 0.10 - Gpm/SqFt Area of application: ENTIRE AREA - SqFt Coverage per sprinkler: 150 - SqFt Type of sprinklers calculated: RELIABLE RA1414 No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 308.751 - GPM @ 53.813 - Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE DR. CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor. INNOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CITY OF CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20.2016 City Water Supply: Demand: Cl - Static Pressure : 97.2 Dl - Elevation : 16.025 C2 - Residual Pressure: 18 D2 - System Flow : 208.751 C2 - Residual Flow : 4415 D2 - System Pressure : 53.813 Hose (Demand) :100 D3 - System Demand : 308.751 Safety Margin : 42.810 150 140 -- 130 120 R° E10° S90 S 80 u 70 R 60 D2 40 D 20 30 10 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW ( N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC ROBERTSON RANCH Page 3 Date 12.20.2016 Fitting Legend Abbrev. Name '/2 % 1 11/4 11/2 2 2',4 3 31/2 4 5 6 8 10 12 14 16 18 20 24 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139OFlowthruTee 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 I Flow Summary - STANDARD INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Si 153.3 5.6 12.53 na 19.82 0.1 150 7.0 RX 153.8 13.36 na S2 153.3 5.6 13.14 na 20.3 0.1 150 7.0 R2 153.8 13.89 na S3 153.3 5.6 13.15 na 20.31 0.1 150 7.0 R3 153.8 13.9 na S4 153.3 5.6 12.3 na 19.64 0.1 150 7.0 R4 153.8 12.99 na RXI 153.8 12.63 na S5 153.3 5.6 7.17 na 15.0 0.1 150 7.0 R5 153.8 7.56 na S6 153.3 5.6 7.54 na 15.38 0.1 150 7.0 R6 153.8 7.88 na S7 153.3 5.6 8.36 na 16.19 0.1 150 7.0 R7 153.8 8.75 na S8 153.3 5.6 9.31 na 17.09 0.1 150 7.0 R8 153.8 9.76 na S9 153.3 5.6 7.97 na 15.81 0.1 150 7.0 R9 153.8 8.33 na S1O 153.3 5.6 8.07 na 15.91 0.1 150 7.0 RIO 153.8 8.44 na Sill 153.3 5.6 8.35 na 16.18 0.1 150 7.0 R11 153.8 8.74 na S12 153.3 5.6 9.35 na 17.13 0.1 150 7.0 R12 153.8 9.81 na RX3 153.8 12.01 na M17 153.8 16.78 na BR3 153.8 14.21 na M16 153.8 13.86 na BR2 153.8 13.88 na 132 153.8 30.47 na K10 153.8 15.06 na BRI 153.8 15.13 na RI 143.8 19.62 na M18 143.8 20.89 na Lii 143.8 29.74 na M19 143.8 30.2 na LX2 143.8 32.56 na TOR 143.8 35.0 na BOR 134.8 39.48 na UG1 131.3 41.2 na UG2 116.3 47.79 na D 121.0 45.76 na C 121.0 51.76 na UG3 116.3 53.8 na SORC 116.3 53.81 na 100.0 The maximum velocity is 17.16 and it occurs in tne pipe between nodes M17 and B2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn 51 19.82 1.101 2N 14.0 1.750 12.526 K Factor = 5.60 to 150.0 0.0 14.000 -0.217 RX 19.82 0.0669 0.0 15.750 1.054 Vel = 6.68 RX 0.0 1.101 0.0 7.875 13.363 to 150.0 0.0 0.0 0.0 R2 19.82 0.0669 0.0 7.875 0.527 Vel = 6.68 0.0 19.82 13.890 K Factor = 5.32 S2 20.30 1.101 N 7.0 1.750 13.145 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 R2 20.3 0.0700 0.0 13.750 0.962 Vel = 6.84 R2 -18.34 1.101 0.0 5.875 13.890 to 150.0 0.0 0.0 0.0 R3 1.96 0.0010 0.0 5.875 0.006 Vel = 0.66 0.0 1.96 13.896 K Factor= 0.53 S3 20.31 1.101 N 7.0 1.750 13.150 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 R3 20.31 0.0700 0.0 13.750 0.963 Vel = 6.84 R3 -64.12 1.394 0.0 9.875 13.896 to 150.0 0.0 0.0 0.0 R4 -43.81 -0.0921 0.0 9.875 -0.909 Vel = 9.21 0.0 -43.81 12.987 K Factor = -12.16 S4 19.64 1.101 N 7.0 1.750 12.299 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 R4 19.64 0.0658 0.0 13.750 0.905 Vel = 6.62 R4 -43.81 1.394 0 6.0 5.542 12.987 to 150.0 0.0 6.000 0.0 RX1 -24.17 -0.0306 0.0 11.542 -0.353 Vel = 5.08 RXI -17.27 1.598 R 1.0 8.625 12.634 to 150.0 0 8.0 9.000 66.611 RX2 -41.44 -0.0427 0.0 17.625 -0.753 Vel = 6.63 0.0 -41.44 78.492 K Factor = -4.68 S5 15.00 1.101 2N 14.0 1.167 7.175 K Factor= 5.60 to 150.0 0.0 14.000 -0.217 R5 15.0 0.0400 0.0 15.167 0.606 Vel = 5.05 R5 0.0 1.101 0.0 7.875 7.564 to 150.0 0.0 0.0 0.0 R6 15.0 0.0400 0.0 7.875 0.315 Vel = 5.05 0.0 15.00 7.879 K Factor = 5.34 S6 15.38 1.101 N 7.0 1.167 7.544 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 R6 15.38 0.0419 0.0 13.167 0.552 Vel = 5.18 R6 15.00 1.101 0.0 5.875 7.879 to 150.0 0.0 0.0 0.0 R7 30.38 0.1474 0.0 5.875 0.866 Vel = 10.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 30.38 8.745 K Factor= 10.27 S7 16.19 1.101 N 7.0 1.167 8.356 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 R7 16.19 0.0460 0.0 13.167 0.606 Vel = 5.46 R7 30.38 1.394 0.0 9.875 8.745 to 150.0 0.0 0.0 0.0 R8 46.57 0.1030 0.0 9.875 1.017 Vel = 9.79 0.0 46.57 9.762 K Factor 14.91 S8 17.09 1.101 N 7.0 1.167 9.309 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 R8 17.09 0.0509 0.0 13.167 0.670 Vel = 5.76 R8 46.57 1.394 0 6.0 5.542 9.762 to 150.0 0.0 6.000 66.611 R)(2 63.66 0.1836 0.0 11.542 2.119 Vel = 13.38 0.0 63.66 78.492 K Factor = 7.19 S9 15.81 1.101 N 7.0 1.167 7.968 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 R9 15.81 0.0441 0.0 13.167 0.581 Vel = 5.33 R9 0.0 1.394 0.0 7.875 8.332 to 150.0 0.0 0.0 0.0 RiO 15.81 0.0138 0.0 7.875 0.109 Vel = 3.32 0.0 15.81 8.441 K Factor = 5.44 SIO 15.91 1.101 N 7.0 1.167 8.071 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 RIO 15.91 0.0446 0.0 13.167 0.587 Vel = 5.36 RIO 15.81 1.394 0.0 5.875 8.441 to 150.0 0.0 0.0 0.0 R11 31.72 0.0507 0.0 5.875 0.298 Vel = 6.67 0.0 31.72 8.739 K Factor= 10.73 SII 16.18 1.101 N 7.0 1.167 8.350 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 R11 16.18 0.0460 0.0 13.167 0.606 Vel = 5.45 R11 31.72 1.394 0.0 9.875 8.739 to 150.0 0.0 0.0 0.0 R12 47.9 0.1085 0.0 9.875 1.071 Vel = 10.07 0.0 47.90 9.810 K Factor= 15.29 S12 17.13 1.101 N 7.0 1.167 9.354 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 R12 17.13 0.0511 0.0 13.167 0.673 Vel = 5.77 R12 47.90 1.394 0 6.0 5.542 9.810 to 150.0 0.0 6.000 0.0 RX3 65.03 0.1910 0.0 11.542 2.205 Vel = 13.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 7 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn RX3 -87.24 1.598 2R 2.0 7.875 12.015 to 150.0 0.0 2.000 66.611 RX2 -22.21 -0.0136 0.0 9.875 -0.134 Vel = 3.55 0.0 -22.21 78.492 K Factor= -2.51 RX3 87.24 1.598 0.0 28.188 12.015 to 150.0 0.0 0.0 0.0 M17 87.24 0.1691 0.0 28.188 4.768 Vel = 13.96 M17 -107.30 1.598 25R 25.0 182.000 16.783 to 150.0 30 24.0 49.000 0.0 BR3 -20.06 -0.0111 0.0 231.000 -2.575 Vel = 3.21 BR3 0.0 1.598 2N 18.0 10.000 14.208 to 150.0 0.0 18.000 0.0 R3 -20.06 -0.0111 0.0 28.000 -0.312 Vel = 3.21 0.0 -20.06 13.896 K Factor = -5.38 M16 3.38 1.598 3R 3.0 41.167 13.857 to 150.0 0 8.0 20.000 0.0 BR2 3.38 0.0004 N 9.0 61.167 0.025 Vel = 0.54 BR2 0.0 1.598 N 9.0 10.000 13.882 to 150.0 0.0 9.000 0.0 R2 3.38 0.0004 0.0 19.000 0.008 Vel = 0.54 0.0 3.38 13.890 K Factor = 0.91 M16 -17.27 1.598 17R 17.0 110.708 13.857 to 150.0 N 9.0 34.000 0.0 RX1 -17.27 -0.0085 0 8.0 144.708 -1.223 Vet = 2.76 0.0 -17.27 12.634 K Factor= -4.86 M17 107.30 1.598 2N 18.0 29.167 16.783 to 150.0 0 8.0 26.000 0.0 B2 107.3 0.2480 0.0 55.167 13.683 Vel = 17.16 B2 0.0 4.26 21 52.668 10.000 30.466 to 120.0 0.0 52.668 4.331 TOR 107.3 0.0032 0.0 62.668 0.199 Vet = 2.42 0.0 107.30 34.996 KFactor= 18.14 K10 13.89 1.598 0 8.0 3.417 15.063 to 150.0 0.0 8.000 0.0 BRI 13.89 0.0056 0.0 11.417 0.064 Vel = 2.22 BRI 0.0 1.598 2N 18.0 10.000 15.127 to 150.0 0.0 18.000 4.331 RI 13.89 0.0056 0.0 28.000 0.158 Vel = 2.22 0.0 13.89 19.616 K Factor = 3.14 K10 -13.89 1.598 29R 29.0 176.396 15.063 to 150.0 0 8.0 37.000 0.0 M16 -13.89 -0.0057 0.0 213.396 -1.206 Vel = 2.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 8 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -13.89 13.857 K Factor= -3.73 RI 13.89 1.598 29R 29.0 179.750 19.616 to 150.0 20 16.0 45.000 0.0 M18 13.89 0.0057 0.0 224.750 1.270 Vel = 2.22 M18 -55.43 1.598 4R 4.0 41.167 20.886 to 150.0 0 8.0 21.000 -4.331 R2 -41.54 -0.0429 N 9.0 62.167 -2.665 Vel = 6.65 0.0 -41.54 13.890 K Factor =-1I.15 M18 55.43 1.598 13R 13.0 100.104 20.886 to 150.0 0 8.0 21.000 0.0 LII 55.43 0.0731 0.0 121.104 8.854 Vel = 8.87 LII -30.36 2.003 5R 5.0 55.292 29.740 to 150.0 N 11.0 26.000 0.0 M19 25.07 0.0056 0 10.0 81.292 0.455 Vel = 2.55 M19 46.02 2.003 2R 2.0 27.458 30.195 to 150.0 2N 22.0 34.000 0.0 LX2 71.09 0.0385 0 10.0 61.458 2.369 Vel = 7.24 LX2 30.37 2.003 2N 22.0 0.667 32.564 to 150.0 0 10.0 32.000 0.0 TOR 101.46 0.0744 0.0 32.667 2.432 Vel = 10.33 0.0 101.46 34.996 KFactor= 17.15 LII 30.37 1.598 8R 8.0 67.625 29.740 to 150.0 30 24.0 50.000 0.0 LX2 30.37 0.0240 2N 18.0 117.625 2.824 Vel = 4.86 0.0 30.37 32.564 K Factor = 5.32 M19 -46.02 1.598 25R 25.0 182.000 30.195 to 150.0 30 24.0 49.000 -4.331 R3 -46.02 -0.0518 0.0 231.000 -11.968 Vel = 7.36 0.0 -46.02 13.896 K Factor = -12.35 TOR 208.75 4.26 B 15.8 9.000 34.996 to 120.0 S 28.968 44.768 3.898 BOR 208.75 0.0108 0.0 53.768 0.582 Vel = 4.70 BOR 0.0 5.86 2T 76.685 62.417 39.476 to 150.0 0.0 76.685 1.516 UGI 208.75 0.0015 0.0 139.102 0.211 Vel = 2.48 UGI 0.0 9.42 6L 107.388 426.750 41.203 to 150.0 T 55.931 163.319 6.496 UG2 208.75 0.0002 0.0 590.069 0.089 Vel = 0.96 UG2 0.0 10.42 2L 58.509 4.000 47.788 to 150.0 0.0 58.509 -2.036 D 208.75 0.0001 0.0 62.509 0.006 Vel = 0.79 D 0.0 10.42 0.0 6.000 45.758 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 208.75 0.0002 0.0 6.000 0.001 Vel = 0.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 9 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C 0.0 10.42 2E 53.241 4.000 51.759 to 120.0 0.0 53.241 2.036 UG3 208.75 0.0001 0.0 57.241 0.008 Vel = 0.79 UG3 0.0 11.65 2L 48.299 52.000 53.803 to 150.0 T 80.498 136.845 0.0 SORC 208.75 0.0001 G 8.05 188.845 0.010 Vel = 0.63 100.00 Qa = 100.00 308.75 53.813 K Factor= 42.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FPI Location : 2600 GAGE DR. CARLSBAD CA 92008 System : AREA #4 Contract : C6042 Data File : CALC AREA #4.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 12.20.2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR. CARLSBAD CA 92008 Drawing no: FP1 Date: 10-14-2016 Design Remote area number: AREA #4 Remote area location: 1ST FLOOR -UNIT A1.6-R Occupancy classification: LIGHT HAZARD Density: 0.05 - Gpm/SqFt Area of application: 4 HEADS - SqFt Coverage per sprinkler: 256 - SqFt Type of sprinklers calculated: RELIABLE RA3516 No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: - GPM Total water required (including hose streams): 57.921 -GPM @ 24.659 - Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE DR CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor: IN NOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CITY OF CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20.2016 City Water Supply: Demand: Cl - Static Pressure : 97.2 Dl - Elevation :-31.421 C2 - Residual Pressure: 18 02 - System Flow : 57.921 C2 - Residual Flow : 4415 D2 - System Pressure : 24.659 Hose (Demand ) :100 D3 - System Demand :157.921 Safety Margin : 72.374 150 140 130 120 R11° E10° 90 80 S u 70 R 60 E 50 40 : 10 . . 509h1000 1500 2000 2500 3000 3500 4000 4500 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC S Page 3 ROBERTSON RANCH Date 12.20.2016 Fitting Legend Abbrev. Name ½ 11/4 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9OEllHarveI-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139OFlowthruTee 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 INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Si 43.75 4.9 7.0 na 12.96 0.05 256 7.0 S2 43.75 4.9 7.25 na 13.19 0.05 256 7.0 X 44.25 7.36 na Xl 44.25 9.29 na S3 43.75 4.9 9.54 na 15.14 0.05 256 7.0 X2 44.25 9.9 na S4 43.75 4.9 11.51 na 16.63 0.05 256 7.0 X3 44.25 12.44 na X4 44.25 20.18 na M18 143.8 -5.36 na Lii 143.8 4.25 na M19 143.8 5.13 na L)(2 143.8 5.8 na TOR 143.8 6.66 na BOR 134.8 10.62 na UG1 131.3 12.15 na UG2 116.3 18.66 na D 121.0 16.62 na C 121.0 22.62 na UG3 116.3 24.66 na SORC 116.3 24.66 na 100.0 The maximum velocity is 19.52 and it occurs in the pipe between nodes X3 and X4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SI 12.96 1.101 N 7.0 7.042 7.000 K Factor = 4.90 to 150.0 0 5.0 12.000 -0.217 X 12.96 0.0305 0.0 19.042 0.581 Vel = 4.37 0.0 12.96 7.364 K Factor = 4.78 S2 13.19 1.101 N 7.0 3.500 7.250 K Factor= 4.90 to - 150.0 0.0 7.000 -0.217 X 13.19 0.0315 0.0 10.500 0.331 Vel = 4.44 X 12.97 1.101 0 5.0 12.250 7.364 to 150.0 0.0 5.000 0.0 Xl 26.16 0.1118 0.0 17.250 1.929 Vel = 8.82 Xl 0.0 1.101 R 1.0 4.458 9.293 to 150.0 0.0 1.000 0.0 X2 26.16 0.1118 0.0 5.458 0.610 Vel = 8.82 0.0 26.16 9.903 K Factor = 8.31 S3 15.14 1.101 N 7.0 2.167 9.544 K Factor =4.90 to 150.0 0 5.0 12.000 -0.217 X2 15.14 0.0407 0.0 14.167 0.576 VeI= 5.10 X2 26.16 1.101 0.0 9.750 9.903 to 150.0 0.0 0.0 0.0 X3 41.3 0.2602 0.0 9.750 2.537 Vel = 13.92 0.0 41.30 12.440 KFactor= 11.71 S4 16.63 1.101 N 7.0 10.667 11.512 K Factor= 4.90 to 150.0 0 5.0 13.000 -0.217 X3 16.63 0.0484 R 1.0 23.667 1.145 Vel = 5.60 X3 41.29 1.101 R 1.0 7.917 12.440 to 150.0 N 7.0 8.000 0.0 X4 57.92 0.4865 0.0 15.917 7.744 Vel = 19.52 X4 0.0 1.598 31R 31.0 182.667 20.184 to 150.0 0 8.0 39.000 -43.115 M18 57.92 0.0793 0.0 221.667 17.575 Vel = 9.27 M18 0.0 1.598 13R 13.0 100.104 -5.356 to 150.0 0 8.0 21.000 0.0 LII 57.92 0.0793 0.0 121.104 9.602 Vel = 9.27 Lii -22.00 2.003 5R 5.0 55.292 4.246 to 150.0 N 11.0 26.000 0.0 M19 35.92 0.0109 0 10.0 81.292 0.886 Vel = 3.66 M19 0.0 2.003 2R 2.0 27.458 5.132 to 150.0 2N 22.0 34.000 0.0 LX2 35.92 0.0109 0 10.0 61.458 0.670 Vet = 3.66 LX2 22.00 2.003 2N 22.0 0.667 5.802 to 150.0 0 10.0 32.000 0.0 TOR 57.92 0.0264 0.0 32.667 0.862 Vel = 5.90 0.0 57.92 6.664 K Factor = 22.44 Lii 22.00 1.598 8R 8.0 67.625 4.246 to 150.0 30 24.0 50.000 0.0 LX2 22.0 0.0132 2N 18.0 117.625 1.556 Vel = 3.52 Computer Programs by Hydratec Inc. Route '111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 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 22.00 5.802 K Factor= 9.13 TOR 57.92 4.26 B 15.8 9.000 6.664 to 120.0 S 28.968 44.768 3.898 BOR 57.92 0.0010 0.0 53.768 0.055 Vel = 1.30 BOR 0.0 5.86 2T 76.685 62.417 10.617 to 150.0 0.0 76.685 1.516 UGI 57.92 0.0001 0.0 139.102 0.019 Vel = 0.69 UGI 0.0 9.42 6L 107.388 426.750 12.152 to 150.0 T 55.931 163.319 6.496 UG2 57.92 0.0 0.0 590.069 0.009 Vel = 0.27 UG2 0.0 10.42 2L 58.509 4.000 18.657 to 150.0 0.0 58.509 -2.036 D 57.92 0.0 0.0 62.509 0.001 Vel = 0.22 D 0.0 10.42 0.0 6.000 16.622 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 57.92 0.0 0.0 6.000 0.0 Vel = 0.22 C 0.0 10.42 2E 53.241 4.000 22.622 to 120.0 0.0 53.241 2.036 UG3 57.92 0.0 0.0 57.241 0.0 Vel = 0.22 UG3 0.0 11.65 2L 48.299 52.000 24.658 to 150.0 T 80.498 136.845 0.0 SORC 57.92 0.0 G 8.05 188.845 0.001 Vel = 0.17 100.00 Qa = 100.00 157.92 24.659 K Factor= 31.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F.~TA'ilq - - Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FP3 Location 2600 GAGE DR CARLSBAD CA 92008 System AREA #5 Contract C6042 Data File : CALC AREA #5.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 12.20.2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA 92008 Drawing no: FP3 Date: 10-13-2016 Design Remote area number: AREA #5 Remote area location: 1ST FLOOR-MAIL,LOGGIA&OFFICE Occupancy classification: LIGHT HAZARD Density: 0.10 - Gpm/SqFt Area of application: ENTIRE AREA - SqFt Coverage per sprinkler. 150,200,210- SqFt Type of sprinklers calculated: RELIABLE RA1414 No. of sprinklers calculated: In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 325.346 -GPM © 57.345 - Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE ST CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor: IN NOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20.2016 City Water Supply: Demand: . Cl - Static Pressure : 97.2 Dl - Elevation : 11.694 C2 - Residual Pressure: 18 02 - System Flow : 225.346 C2 - Residual Flow : 4415 D2 - System Pressure : 57.345 Hose ( Demand) :100 D3 - System Demand : 325.346 Safety Margin : 39.219 150 140 130 120 R° --ci—___ E10° &Z 90 S 80 U 70 40 30 10 : .. . 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route Ii 1 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC Page 3 ROBERTSON RANCH Date 12.20.2016 Fitting Legend Abbrev. Name Y. % I 1V4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9O'EllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 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 INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Si 143.3 5.6 19.25 na 24.57 0.1 150 7.0 LX1 143.8 21.97 na S2 143.3 5.6 18.13 . na 23.85 0.1 150 7.0 Li 143.8 19.63 na S3 143.3 5.6 17.56 na 23.47 0.1 150 .7.0 L2 143.8 18.57 na ' 7, S4 143.3 5.6 16.99 na 23.08 0.1 150 '7.0 L3 143.8 17.96 na L4 143.8 17.68 na S5 143.3 5.6 14.06 'na 21.0 0.1 210 7.0 L5 143.8 17.02 na S1O 143.3 5.6 16.37 na 22.66 0.1 150 7.0 S8 143.3 5.6 12.83 na 20.06 0.1 150 7.0 L8 143.8 ' 13.13 na S9 143.3 5.6 13.6 na 20.65 0.1 150 7.0 L7 143.8 13.78 na L , 143.8 16.36 ' na S6 143.3 5.6 17.09 na 23.15 0.1 200 ' 7.0 L9 143.8 18.04 na S7 143.3 5.6 16.66 na 22.86 0.1 150 7.0 1-10 143.8 18.41 na Lii 143.8 22.89 na M19 ' 143.8 29.61 na L)(2 143.8 ' 34.62 na TOR 143.8 38.42 na BOR 134.8 42.99 na ' UG1 131.3 44.72 na UG2 116.3 51.32 na D 121.0 49.29 na C 121.0 55.29 na UG3 116.3 57.33 na SORC 116.3 57.34 na 100.0 The maximum velocity is 22.94 and it occurs in the pipe between nodes LX2 and TOR Computer Programs by Hydratéc Inc. Route 111 Windham N.H. USA 03087 Final Calôulations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SI 24.57 1.101 2N 14.0 10.458 19.252 K Factor = 5.60 to 150.0 0 5.0 19.000 -0.217 LXI 24.57 0.0996 0.0 29.458 2.933 Vel = 8.28 LXI -117.95 1.598 0 8.0 4.208 21.968 to 150.0 0.0 8.000 0.0 LI -93.38 -0.1918 0.0 12.208 -2.342 Vel = 14.94 0.0 -93.38 19.626 K Factor = -21.08 LXI 117.96 1.598 2N 18.0 15.792 21.968 to 150.0 R 1.0 27.000 0.0 LX2 117.96 0.2956 0 8.0 42.792 12.648 Vel = 18.87 0.0 117.96 34.616 K Factor= 20.05 S2 23.85 1.101 2N 14.0 4.167 18.132 K Factor= 5.60 to 150.0 0.0 14.000 -0.217 Li 23.85 0.0942 0.0 18.167 1.711 Vel = 8.04 LI -93.39 1.598 0.0 9.542 19.626 to 150.0 0.0 0.0 0.0 L2 -69.54 -0.1111 0.0 9.542 -1.060 Vel = 11.12 0.0 -69.54 18.566 K Factor =-16.I4 S3 23.47 1.101 N 7.0 1.333 17.563 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 L2 23.47 0.0915 0.0 13.333 1.220 Vel = 7.91 L2 -69.54 1.598 0.0 11.708 18.566 to 150.0 0.0 0.0 0.0 L3 -46.07 -0.0519 0.0 11.708 -0.608 Vel = 7.37 0.0 -46.07 17.958 K Factor = -10.87 S4 23.08 1.101 N 7.0 1.333 16.992 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 L3 23.08 0.0887 0.0 13.333 1.183 Vel = 7.78 L3 -46.07 1.598 0 8.0 11.500 17.958 to 150.0 0.0 8.000 0.0 L4 -22.99 -0.0144 0.0 19.500 -0.280 Vel = 3.68 L4 -61.38 1.598 0.0 4.167 17.678 to 150.0 0.0 0.0 0.0 L5 -84.37 -0.1589 0.0 4.167 -0.662 Vel = 13.50 0.0 -84.37 17.016 K Factor = -20.45 S5 21.00 1.101 3N 21.0 16.563 14.062 K Factor = 5.60 to 150.0 0 5.0 26.000 -0.217 L5 21.0 0.0745 0.0 42.563 3.171 Vel = 7.08 L5 -84.37 1.598 0.0 4.167 17.016 to 150.0 0.0 0.0 62.280 L6 -63.37 -0.0938 0.0 4.167 -0.391 Vel = 10.14 0.0 -63.37 78.905 K Factor= -7.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 Hyd Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S10 22.66 1.101 0 5.0 0.500 16.371 K Factor =5.60 to L6 22.66 150.0 0.0856 0.0 0.0 5.000 5.500 62.063 0.471 Vel = 7.64 0.0 22.66 78.905 K Factor = 2.55 S8 20.06 1.101 N 7.0 0.500 12.831 K Factor =5.60 to 150.0 0.0 7.000 -0.217 L8 20.06 0.0684 0.0 7.500 0.513 Vet = 6.76 L8 0.0 1.101 0.0 9.500 13.127 to 150.0 0.0 0.0 0.0 L7 20.06 0.0684 0.0 9.500 0.650 Vet = 6.76 0.0 20.06 13.777 K Factor = 5.40 S9 20.65 1.101 0 5.0 0.500 13.597 K Factor =5.60 S to 150.0 0.0 5.000 -0.217 L7 20.65 0.0722 0.0 5.500 0.397 Vet = 6.96 L7 20.06 1.101 N 7.0 3.208 13.777 to 150.0 0.0 7.000 0.0 L 40.71 0.2534 0.0 10.208 2.587 Vet = 13.72 L 0.0 1.598 0.0 6.333 16.364 to 150.0 0.0 0.0 62.280 L6 40.71 0.0412 0.0 6.333 0.261 Vet = 6.51 0.0 40.71 78.905 K Factor = 4.58 L4 61.38 1.598 0.0 4.125 17.678 to 150.0 0.0 0.0 0.0 L9 61.38 0.0882 0.0 4.125 0.364 Vel = 9.82 0.0 61.38 18.042 K Factor = 14.45 S6 23.15 1.101 N 7.0 1.083 17.092 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 L9 23.15 0.0892 0.0 13.083 1.167 Vet = 7.80 L9 61.38 1.598 0.0 2.333 18.042 to 150.0 0.0 0.0 0.0 LiO 84.53 0.1595 0.0 2.333 0.372 Vel = 13.52 0.0 84.53 18.414 K Factor = 19.70 S7 22.86 1.101 N 7.0 10.583 16.663 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 L10 22.86 0.0871 0.0 22.583 1.968 Vel = 7.70 LIO 84.53 1.598 R 1.0 9.000 18.414 to 150.0 0 8.0 9.000 0.0 Lii 107.39 0.2485 0.0 18.000 4.473 Vel = 17.18 Lii 0.0 2.003 5R 5.0 55.333 22.887 to 150.0 N 11.0 26.000 0.0 M19 107.39 0.0827 0 10.0 81.333 6.725 Vet = 10.93 M19 0.0 2.003 2N 22.0 28.500 29.612 to 150.0 0 10.0 32.000 0.0 LX2 107.39 0.0827 0.0 60.500 5.004 Vet = 10.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 7 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Fin LX2 117.96 2.003 N 11.0 0.667 34.616 to 150.0 0.0 11.000 0.0 TOR 225.35 0.3258 0.0 11.667 3.801 Vel = 22.94 TOR 0.0 4.26 B 15.8 9.000 38.417 to 120.0 S 28.968 44.768 3.898 BOR 225.35 0.0125 0.0 53.768 0.671 Vel = 5.07 BOR 0.0 5.86 2L 23.005 62.417 42.986 to 150.0 T 38.342 61.347 1.516 UGI 225.35 0.0017 0.0 123.764 0.216 Vel = 2.68 UGI 0.0 9.42 6L 107.388 426.750 44.718 to 150.0 T 55.931 163.319 6.496 UG2 225.35 0.0002 0.0 590.069 0.102 Vel = 1.04 UG2 0.0 10.42 2L 58.509 4.000 51.316 to 150.0 0.0 58.509 -2.036 D 225.35 0.0001 0.0 62.509 0.008 Vel = 0.85 D 0.0 10.42 0.0 6.000 49.288 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 225.35 0.0 0.0 6.000 0.0 Vel = 0.85 C 0.0 10.42 2E 53.241 4.000 55.288 to 120.0 0.0 53.241 2.036 UG3 225.35 0.0002 0.0 57.241 0.009 Vel = 0.85 UG3 0.0 11.65 2L 48.299 52.000 57.333 to 150.0 T 80.498 136.845 0.0 SORC 225.35 0.0001 G 8.05 188.845 0.012 Vel = 0.68 100.00 Qa = 100.00 325.35 57.345 KFactor= 42.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FP3 Location : 2600 GAGE DR CARLSBAD CA 92008 System : AREA #5 Contract C6042 Data File : CALC AREA #5.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC ROBERTSON RANCH Page 1 Date 12.20.2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA 92008 Drawing no: FP3 Date: 10-13-2016 Design Remote area number: AREA #5 Remote area location: 1ST FLOOR-MAIL,LOGGIA&OFFlCE Occupancy classification: LIGHT HAZARD Density: 0.10 - Gpm/SqFt Area of application: ENTIRE AREA - SqFt Coverage per sprinkler: 150,200,210 - SqFt Type of sprinklers calculated: RELIABLE RA1414 No. of sprinklers calculated: In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 325.346 -GPM @ 57.345 - Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE ST CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor: I NNOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20216 City Water Supply: Demand: CI - Static Pressure : 97.2 Dl - Elevation : 11.694 C2 - Residual Pressure: 18 02 - System Flow : 225.346 C2 - Residual Flow : 4415 D2 - System Pressure : 57.345 Hose ( Demand) : 100 D3 - System Demand : 325.346 Safety Margin : 39.219 150 140 130 p120 R° E10° - s 90 80 U 70 E°D 40 30 — 20 10 -- -'r. p I I I 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC Page 3 ROBERTSON RANCH Date 12.20.2016 Fitting Legend Abbrev. Name 1/2 % 1 11/4 1% 2 2'/2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9O'EllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 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 How 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 I Flow Summary - STANDARD INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON. RANCH Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Si . 143.3 5.6 19.25 na 24.57 0.1 150 7.0 Lxi 143.8 21.97 na S2 143.3 5.6 18.13 na 23.85 0.1 150 7.0 Li 143.8 19.63 na S3 143.3 5.6 17.56 na 23.47 0.1 150 7.0 L2 1438 1857 na ' 7 S4 143.3 5.6 16.99 na 23.08 0.1 150 70 L3 143.8 17.96 na L4 143.8 . 17.68 na S5 143.3 5.6 14.06 na 21.0 0.1 210 7.0 L5 143.8 17.02 na Si0 143.3 5.6 16.37 na 22.66 0.1 150 7.0 S8 143.3 5.6 12.83 na 20.06 0.1 150 7.0 L8 143.8 13.13 na S9 143.3 5.6 13.6 na 20.65 0..1 150 7.0 L7 143.8 13.78 na L 143.8 16.36 na S6 143.3 5.6 17.09 na 23.15 0.1 200 7.0 L9 143.8 18.04 na . . S7 143.3 5.6 16.66 na 22.86 0.1 150 70 L10 143.8 18.41 na . . Lii . 143.8 22.89 na : M19 143.8 29.61 na LX2 143.8 34.62 na TOR 143.8 38.42 na BOR 134.8 42.99 na UGi 131.3 44.72 na UG2 116.3 51.32 na D 121.0 49.29 na C 121.0 55.29 na UG3 116.3 57.33 na SORC 116.3 57.34 na 100.0 The maximum velocity is 22.94 and it occurs in the pipe between nodes LX2 and TOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 51 24.57 1.101 2N 14.0 10.458 19.252 K Factor = 5.60 to 150.0 0 5.0 19.000 -0.217 LXI 24.57 0.0996 0.0 29.458 2.933 Vel = 8.28 LXI -117.95 1.598 0 8.0 4.208 21.968 to 150.0 0.0 8.000 0.0 LI -93.38 -0.1918 0.0 12.208 -2.342 Vel = 14.94 0.0 -93.38 19.626 K Factor= -21.08 LX1 117.96 1.598 2N 18.0 15.792 21.968 to 150.0 R 1.0 27.000 0.0 LX2 117.96 0.2956 0 8.0 42.792 12.648 Vel = 18.87 0.0 117.96 34.616 K Factor= 20.05 S2 23.85 1.101 2N 14.0 4.167 18.132 K Factor = 5.60 to 150.0 0.0 14.000 -0.217 LI 23.85 0.0942 0.0 18.167 1.711 Vel = 8.04 LI -93.39 1.598 0.0 9.542 19.626 to 150.0 0.0 0.0 0.0 L2 -69.54 -0.1111 0.0 9.542 -1.060 VeI= 11.12 0.0 -69.54 18.566 K Factor = -16.14 S3 23.47 1.101 N 7.0 1.333 17.563 K Factor= 5.60 to 150.0 0 5.0 12.000 -0.217 L2 23.47 0.0915 0.0 13.333 1.220 Vel = 7.91 L2 -69.54 1.598 0.0 11.708 18.566 to 150.0 0.0 0.0 0.0 L3 -46.07 -0.0519 0.0 11.708 -0.608 Vel = 7.37 0.0 -46.07 17.958 K Factor = -10.87 S4 23.08 1.101 N 7.0 1.333 16.992 K Factor= 5.60 to 150.0 0 5.0 12.000 -0.217 L3 23.08 0.0887 0.0 13.333 1.183 Vel = 7.78 L3 -46.07 1.598 0 8.0 11.500 17.958 to 150.0 0.0 8.000 0.0 L4 -22.99 -0.0144 0.0 19.500 -0.280 Vel = 3.68 L4 -61.38 1.598 0.0 4.167 17.678 to 150.0 0.0 0.0 0.0 L5 -84.37 -0.1589 0.0 4.167 -0.662 Vel = 13.50 0.0 -84.37 17.016 K Factor = -20.45 S5 21.00 1.101 3N 21.0 16.563 14.062 K Factor= 5.60 to 150.0 0 5.0 26.000 -0.217 L5 21.0 0.0745 0.0 42.563 3.171 Vel = 7.08 L5 -84.37 1.598 0.0 4.167 17.016 to 150.0 0.0 0.0 62.280 L6 -63.37 -0.0938 0.0 4.167 -0.391 Vel = 10.14 0.0 -63.37 78.905 K Factor= -7.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S10 22.66 1.101 0 5.0 0.500 16.371 K Factor =5.60 to 150.0 0.0 5.000 62.063 L6 22.66 0.0856 0.0 5.500 0.471 Vel = 7.64 0.0 22.66 78.905 K Factor = 2.55 S8 20.06 1.101 N 7.0 0.500 12.831 K Factor =5.60 to 150.0 0.0 7.000 -0.217 L8 20.06 0.0684 0.0 7.500 0.513 Vel = 6.76 L8 0.0 1.101 0.0 9.500 13.127 to 150.0 0.0 0.0 0.0 L7 20.06 0.0684 0.0 9.500 0.650 Vel = 6.76 0.0 20.06 13.777 K Factdr = 5.40 S9 20.65 1.101 0 5.0 0.500 13.597 K Factor = 5.60 to 150.0 0.0 5.000 -0.217 L7 20.65 0.0722 0.0 5.500 0.397 Vel = 6.96 L7 20.06 1.101 N 7.0 3.208 13.777 to 150.0 0.0 7.000 0.0 L 40.71 0.2534 0.0 10.208 2.587 Vel = 13.72 L 0.0 1.598 0.0 6.333 16.364 S to • 150.0 0.0 0.0 62.280 L6 40.71 0.0412 0.0 6.333 0.261 Vel = 6.51 0.0 40.71 78.905 K Factor = 4.58 L4 61.38 1.598 0.0 4.125 17.678 to 150.0 0.0 0.0 0.0 L9 61.38 0.0882 0.0 4.125 0.364 Vel = 9.82 0.0 61.38 18.042 KFactor= 14.45 S6 23.15 1.101 N 7.0 1.083 17.092 K Factor =5.60 to. 150.0 0 5.0 12.000 -0.217 L9 23.15 0.0892 0.0 13.083 1.167 Vel = 7.80 L9 61.38 1.598 0.0 2.333 18.042 to 150.0 0.0 0.0 0.0 LIO 84.53 0.1595 0.0 2.333 0.372 Vel = 13.52 0.0 - 84.53 18.414 KFactor= 19.70 S7 22.86 1.101 N 7.0 10.583 16.663 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 LIO 22.86 0.0871 0.0 22.583 1.968 Vel = 7.70 LIO 84.53 1.598 R 1.0 9.000 18.414 to 150.0 0 8.0 9.000 0.0 Lii 107.39 0.2485 0.0 18.000 4.473 Vel = 17.18 LII 0.0 2.003 SR 5.0 55.333 22.887 to 150.0 N 11.0 26.000 0.0 M19 107.39 0.0827 0 10.0 81.333 6.725 Vel = 10.93 M19 0.0 2.003 2N 22.0 28.500 29.612 to 150.0 0 10.0 32.000 0.0 LX2 107.39 0.0827 0.0 60.500 5.004 Vel = 10.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 7 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn LX2 117.96 2.003 N 11.0 0.667 34.616 to 150.0 0.0 11.000 0.0 TOR 225.35 0.3258 0.0 11.667 3.801 VeI = 22.94 TOR 0.0 4.26 B 15.8 9.000 38.417 to 120.0 S 28.968 44.768 3.898 BOR 225.35 0.0125 0.0 53.768 0.671 Vel = 5.07 BOR 0.0 5.86 2L 23.005 62.417 42.986 to 150.0 T 38.342 61.347 1.516 UGI 225.35 0.0017 0.0 123.764 0.216 Vet = 2.68 UGI 0.0 9.42 6L 107.388 426.750 44.718 to 150.0 T 55.931 163.319 6.496 UG2 225.35 0.0002 0.0 590.069 0.102 Vet = 1.04 UG2 0.0 10.42 2L 58.509 4.000 51.316 to 150.0 0.0 58.509 -2.036 D 225.35 0.0001 0.0 62.509 0.008 Vet = 0.85 0 0.0 10.42 0.0 6.000 49.288 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 225.35 0.0 0.0 6.000 0.0 Vet = 0.85 C 0.0 10.42 2E 53.241 4.000 55.288 to 120.0 0.0 53.241 2.036 UG3 225.35 0.0002 0.0 57.241 0.009 Vet = 0.85 UG3 0.0 11.65 2L 48.299 52.000 57.333 to 150.0 T 80.498 136.845 0.0 SORC 225.35 0.0001 G 8.05 188.845 0.012 Vet = 0.68 100.00 Qa = 100.00 325.35 57.345 K Factor = 42.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name ROBERTSON RANCH Building : FP1 Location : 2600 GAGE DR CARLSBAD CA 92008 System : AREA #7 Contract : C6042 Data File : CALC AREA #7.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 12.20.2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA 92008 Drawing no: FPI Date: 10-14-2016 Design Remote area number: AREA #7 Remote area location: 1ST FLOOR-STORAGE2 Occupancy classification: ORDINARY HAZARD Density: 0.15 - Gpm/SqFt Area of application: 4HEADS - SqFt Coverage per sprinkler: 100&130 - SqFt Type of sprinklers calculated: RELIABLE RA1414 No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 331.075 -GPM @ 58.068 -Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE ST CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor. INNOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20.2016 City Water Supply: Demand: Cl - Static Pressure : 97.2 Dl - Elevation : 11.694 C2 - Residual Pressure: 18 D2 - System Flow : 81.075 C2 - Residual Flow : 4415 D2 - System Pressure : 58.068 Hose ( Demand) : 250 D3 - System Demand : 331.075 Safety Margin : 38.476 150 140 130 120 R9 E10° 90 S 80 u° 60 R 40 30 20 C2 10 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N"1.85) Computer Programs byHydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC Page 3 ROBERTSON RANCH Date 12.20.2016 Fitting Legend Abbrev. Name % % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9OEllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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 It 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 INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S9 143.3 5.6 12.05 na 19.44 0.15 100 ' 7.0 S1O 143.3 5.6 12.13 na 19.5 0.15 130 7.0 10 143.8 12.78 na S14 143.3 5.6 ' 13.69 na 20.72 0.15 100 7.0 3 143.8 14.44 na ,' •. Sil 143.3 5.6 14.63 na 21.42 0.15 100 11 143.8 15.45 na 12 143.8 19.44 na 8 143.8 37.8 na Lii 143.8 38.03 na M19 143.8 37.71 na LX2 143.8 39.43 na TOR 143.8 40.0 na BOR 134.8 44.0 na UG1 131.3 45.55 na UG2 116.3 52.06 na D 121.0 50.03 na C 121.0 56.03 na UG3 116.3 58.07 na , SORC 116.3 58.07 na 250.0 The maximum velocity is 17.04 and it occurs in the pipe between nodes 11 and 12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S9 19.44 1.101 N 7.0 7.625 12.052 K Factor =5.60 to 150.0 0.0 7.000 -0.217 10 19.44 0.0646 0.0 14.625 0.945 Vel = 6.55 0.0 19.44 12.780 K Factor = 5.44 S10 19.50 1.101 N 7.0 1.417 12.125 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 10 19.5 0.0650 0.0 13.417 0.872 Vet = 6.57 10 19.44 1.101 0.0 7.125 12.780 to 150.0 0.0 0.0 0.0 3 38.94 0.2334 0.0 7.125 1.663 Vet = 13.12 0.0 38.94 14.443 K Factor= 10.25 S14 20.72 1.101 N 7.0 1.417 13.685 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 3 20.72 0.0727 0.0 13.417 0.975 Vet = 6.98 3 38.94 1.394 0.0 6.167 14.443 to 150.0 0.0 0.0 0.0 11 59.66 0.1628 0.0 6.167 1.004 VeI= 12.54 0.0 59.66 15.447 K Factor= 15.18 SII 21.42 1.101 N 7.0 1.417 14.628 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 11 21.42 0.0772 0.0 13.417 1.036 Vet = 7.22 11 59.66 1.394 0 6.0 7.917 15.447 to 150.0 0.0 6.000 0.0 12 81.08 0.2873 0.0 13.917 3.998 Vet = 17.04 12 0.0 1.598 14R 14.0 101.667 19.445 to 150.0 0 8.0 22.000 0.0 M19 81.08 0.1477 0.0 123.667 18.266 Vet = 12.97 0.0 81.08 37.711 K Factor = 13.20 8 -20.79 2.003 R 1.0 11.708 37.801 to 150.0 0 10.0 11.000 0.0 M19 -20.79 -0.0040 0.0 22.708 -0.090 Vet = 2.12 0.0 -20.79 37.711 K Factor -3.39 8 20.79 2.003 3R 3.0 43.542 37.801 to 150.0 N 11.0 14.000 0.0 LII 20.79 0.0040 0.0 57.542 0.228 Vet = 2.12 LII 0.0 1.598 8R 8.0 67.625 38.029 to 150.0 30 24.0 50.000 0.0 LX2 20.79 0.0119 2N 18.0 117.625 1.401 Vet = 3.33 0.0 20.79 39.430 K Factor = 3.31 M19 60.29 2.003 2N 22.0 28.500 37.711 to 150.0 0 10.0 32.000 0.0 L)(2 60.29 0.0284 0.0 60.500 1.719 Vet = 6.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C.' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn LX2 20.79 2.003 N 11.0 0.667 39.430 to 150.0 0.0 11.000 0.0 TOR 81.08 0.0492 0.0 11.667 0.574 Vel 8.26 TOR 0.0 4.26 B 15.8 9.000 40.004 to 120.0 S. 28.968 44.768 3.898 BOR 81.08 0.0019 0.0 53.768 0.101 Vel = 1.83 BOR 0.0 5.86 2L 23.005 62.417 44.003 to 150.0 T 38.342 61.347 1.516 UG1 81.08 0.0003 0.0 123.764 0.033 Vel = 0.96 UGI 0.0 9.42 6L 107.388 426.750 45.552 to 150.0 T 55.931 163.319 6.496 UG2 81.08 0.0 0.0 590.069 0.015 Vel = 0.37 UG2 0.0 10.42 2L 58.509 4.000 52.063 to 150.0 0.0 58.509 -2.036 D 81.08 0.0 0.0 62.509 0.002 Vel = 0.31 0 0.0 10.42 0.0 6.000 50.029 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 81.08 0.0 0.0 6.000 0.0 Vel = 0.31 C 0.0 10.42 2E 53.241 4.000 56.029 to 120.0 0.0 53.241 2.036 UG3 81.08 0.0 0.0 57.241 0.001 Vel = 0.31 UG3 0.0 11.65 2L 48.299 52.000 58.066 to 150.0 T 80.498 136.845 . 0.0 SORC 81.08 0.0 G 8.05 188.845 0.002 Vel = 0.24 250.00 Qa 250.00 331.08 58.068 K Factor= 43.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a - Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FPI Location : 2600 GAGE DR CARLSBAD CA 92008 System : AREA #8 Contract : C6042 Data File : CALC AREA #8-TRASH RM.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 12.20.2016 HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA 92008 Drawing no: FPI Date: 10-14-2016 Design Remote area number: AREA #8 Remote area location: 1ST FLOOR-TRASH RM Occupancy classification: ORDINARY HAZARD Density: 0.15 - Gpm/SqFt Area of application: 4HEADS - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: RELIABLE RA1414 No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 311.375 -GPM @ 48.07 -Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE ST CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor: INNOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 S Name of designer: RIMA BOURACHI Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20.2016 City Water Supply: Demand: Cl - Static Pressure : 97.2 Dl - Elevation : 11.694 C2 - Residual Pressure: 18 D2 - System Flow : 61.375 C2 - Residual Flow : 4415 D2 - System Pressure : 48.070 Hose ( Demand) : 250 D3 - System Demand : 311.375 Safety Margin : 48.544 150 140 130 120 R° 90 zz 80 S u 70 R 60 D2 E10° --ci-___ E 50 4 E) 40 D 30 ii___ ___ ____ 10 . . 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC Page 3 ROBERTSON RANCH Date 12.20.2016 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 - 24 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 I39O'StandardElbow 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9O'EllHarveI-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139OFlowthruTee 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 I Flow Summary - STANDARD INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SI 143.3 5.6 7.17 na 15.0 0.15 100 7.0 S2 143.3 5.6 7.36 na 15.19 0.15 100 7.0 143.8 7.58 na S3 143.3 5.6 7.65 na 15.49 0.15 100 7.0 S4 143.3 5.6 7.85 na 15.69 0.15 100 7.0 2 143.8 8.1 na 4 143.8 10.99 na 12 143.8 17.78 na 8 143.8 28.75 na Lii 143.8 28.89 na M19 143.8 28.7 na LX2 143.8 29.72 na TOR 143.8 30.07 na BOR 134.8 34.03 na UGi 131.3 35.56 na UG2 116.3 42.07 na D 121.0 40.03 na C 121.0 46.03 na UG3 116.3 48.07 na SORC 116.3 48.07 na 250.0 The maximum velocity is 12.9 and it occurs in the pipe between nodes 2 and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn SI 15.00 1.101 N 7.0 3.542 7.175 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 1 15.0 0.0400 0.0 15.542 0.621 Vel = 5.05 0.0 15.00 7.579 K Factor = 5.45 S2 15.19 1.101 N 7.0 3.625 7.361 K Factor = 5.60 to 150.0 0.0 7.000 -0.217 1 15.19 0.0409 0.0 10.625 0.435 Vel = 5.12 1 15.00 1.394 0.0 11.167 7.579 to 150.0 0.0 0.0 0.0 2 30.19 0.0462 0.0 11.167 0.516 Vel = 6.35 .... ... 0.0 30.19 8.095 K Factor = 10.61 S3 15.49 1.101 N 7.0 3.542 7.653 K Factor = 5.60 to 150.0 0 5.0 12.000 -0.217 2 . 15.49 0.0424 0.0 15.542 0.659 Vel = 5.22 . . . 0.0 15.49 . 8.095 K Factor = 5.44 S4 15.69 1.101 N 7.0 3.625 7.850 K Factor = 5.60 to 150.0 0.0 7.000 -0.217 2 15.69 0.0435 0.0 10.625 0.462 Vel = 5.29 2 45.69 1.394 R 1.0 9.875 8.095 to 150.0 0 6.0 7.000 0.0 4 61.38 0.1717 0.0 16.875 2.897 Vel = 12.90 4 0.0 1.598 1OR 10.0 58.958 10.992 to 150.0 0 8.0 18.000 0.0 12 61.38 0.0882 0.0 76.958 6.791 Vel = 9.82 12 0.0 1.598 14R 14.0 101.667 17.783 to 150.0 0 8.0 22.000 0.0 M19 61.38 0.0883 0.0 123.667 10.915 Vel = 9.82 0.0 61.38 28.698 K Factor = 11.46 8 -15.74 2.003 R 1.0 11.708 28.751 to 150.0 0 10.0 11.000 0.0 M19 -15.74 -0.0023 0.0 22.708 -0.053 Vel = 1.60 0.0 -15.74 28.698 K Factor = -2.94 8 15.74 2.003 3R 3.0 43.542 28.751 to 150.0 N 11.0 14.000 0.0 LII 15.74 0.0024 0.0 57.542 0.137 Vel = 1.60 LII 0.0 1.598 8R 8.0 67.625 28.888 to 150.0 30 24.0 50.000 0.0 LX2 15.74 0.0071 2N 18.0 117.625 0.837 Vel = 2.52 0.0 15.74 29.725 K Factor = 2.89 M19 45.64 2.003 2N 22.0 28.500 28.698 to 150.0 0 10.0 32.000 0.0 LX2 45.64 0.0170 0.0 60.500 1.027 Vel = 4.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn LX2 15.74 2.003 N 11.0 0.667 29.725 to 150.0 0.0 11.000 0.0 TOR 61.38 0.0294 0.0 11.667 0.343 Vet = 6.25 TOR 0.0 4.26 B 15.8 9.000 30.068 to 120.0 S 28.968 44.768 3.898 BOR 61.38 0.0011 0.0 53.768 0.060 Vet = 1.38 BOR 0.0 5.86 2L 23.005 62.417 34.026 to 150.0 T 38.342 61.347 1.516 UGI 61.38 0.0002 0.0 123.764 0.019 Vet = 0.73 UGI 0.0 9.42 6L 107.388 426.750 35.561 to 150.0 T 55.931 163.319 6.496 UG2 61.38 0.0 0.0 590.069 0.010 Vet = 0.28 UG2 0.0 10.42 2L 58.509 4.000 42.067 to 150.0 0.0 58.509 -2.036 D 61.38 0.0 0.0 62.509 0.001 Vet = 0.23 D 0.0 10.42 0.0 6.000 40.032 to 120.0 0.0 0.0 6.000 * * Fixed Loss 6 C 61.38 0.0 0.0 6.000 0.0 Vet = 0.23 C 0.0 10.42 2E 53.241 4.000 46.032 to 120.0 0.0 53.241 2.036 UG3 61.38 0.0 0.0 57.241 0.0 Vet = 0.23 UG3 0.0 11.65 2L 48.299 52.000 48.068 to 150.0 T 80.498 136.845 0.0 SORC 61.38 0.0 G 8.05 188.845 0.002 Vet = 0.18 250.00 Qa = 250.00 311.38 48.070 KFactor= 44.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . •p:• - - Fire Protection by Computer Design INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVENUE SUITE #101 SANTEE, CA 92071 619-593-8200 Job Name : ROBERTSON RANCH Building : FPI Location : 2600 GAGE DR CARLSBAD CA 92008 System : AREA #9 Contract : C6042 Data File : CALC AREA #9-LAUNDRY RM .WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INNOVATIVE FIRE PROTECTION INC Page 1 ROBERTSON RANCH Date 12.20.2016 I HYDRAULIC CALCULATIONS for Project name: ROBERTSON RANCH Location: 2600 GAGE DR CARLSBAD CA 92008 Drawing no: FP1 Date: 10-14-2016 Design Remote area number: AREA #9 Remote area location: 1ST FLOOR-LAUNDRY RM Occupancy classification: ORDINARY HAZARD Density: 0.15 - Gpm/SqFt Area of application: 4HEADS - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: RELIABLE RA14 14 No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 316.217 -GPM @ 45.515 -Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-11-2016 Location: GAGE ST CARLSBAD CA Source: DEXTER WILSON ENGINEERING INC Name of contractor. INNOVAITIVE FIRE PROTECTION Address: SANTEE ,CA92071 Phone number: 619-593-8200 Name of designer: RIMA BOURACHI Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C INNOVATIVE FIRE PROTECTION INC Page 2 ROBERTSON RANCH Date 12.20.2016 City Water Supply: Demand: Cl - Static Pressure : 97.2 Dl - Elevation : 11.694 C2 - Residual Pressure: 18 02 - System Flow : 66.217 C2 - Residual Flow : 4415 02 - System Pressure : 45.515 Hose ( Demand) : 250 03- System Demand :316.217 Safety Margin : 51.081 150 140 130 p120 R° E10° 90 S 80 u 70 R 60 E 50 D2 40 30 20 10 DU 11 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW ( N A 1.85.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INNOVATIVE FIRE PROTECTION INC Page 3 ROBERTSON RANCH Date 12.20.2016 Filling Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13ButterfIyValve 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 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9O'EllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 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 INNOVATIVE FIRE PROTECTION INC Page 4 ROBERTSON RANCH 4 J Date 12.20.2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S7 143.3 5.6 7.17 na 15.0 0.15 100 7.0 S8 143.3 5.6 7.8 na 15.64 0.15 100 7.0 5 143.8 9.93 na 14 143.8 10.73 na S12 143.3 5.6 9.99 na 17.7 0.15 100 .7.0 S13 1433 56 102 na 1789 015 100 70 13 143.8 10.93 na 12 143.8 13.36 na . S 8 143.8 25.98 na 143.8 26.14 na M19 143.8 25.92 na LX2 143.8 27.11 na TOR 143.8 27.5 na BOR 134.8 31.47 na UG1 131.3 . 33.01 na UG2 116.3 39.51 na D 121.0 37.48 na C 121.0 43.48 na UG3 116.3 45.51 na SORC 116.3 45.52 na 250.0 The maximum velocity is 10.59 and it occurs in the pipe between nodes 13 and 12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 5 ROBERTSON RANCH Date 12.20.2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn S7 15.00 1.101 N 7.0 8.542 7.175 K Factor = 5.60 to 150.0 0.0 7.000 0.0 S8 15.0 0.0400 0.0 15.542 0.621 Vel = 5.05 SB 15.64 1.101 20 10.0 5.708 7.796 K Factor = 5.60 to 150.0 0.0 10.000 -0.217 5 30.64 0.1498 0.0 15.708 2.353 Vel = 10.33 5 0.0 1.598 3R 3.0 21.625 9.932 to 150.0 0 8.0 11.000 0.0 14 30.64 0.0244 0.0 32.625 0.796 Vel = 4.90 14 17.69 1.598 0.0 3.625 10.728 to 150.0 0.0 0.0 0.0 13 48.33 0.0568 0.0 3.625 0.206 Vel = 7.73 0.0 48.33 10.934 K Factor= 14.62 S12 17.70 1.101 N 7.0 5.667 9.986 K Factor =5.60 to 150.0 0 5.0 12.000 -0.217 14 17.7 0.0543 0.0 17.667 0.959 Vel = 5.96 0.0 17.70 10.728 K Factor = 5.40 S13 17.89 1.101 N 7.0 5.167 10.200 K Factor= 5.60 to 150.0 0 5.0 12.000 -0.217 13 17.89 0.0554 0.0 17.167 0.951 Vel = 6.03 13 48.33 1.598 3R 3.0 20.917 10.934 to 150.0 0.0 3.000 0.0 12 66.22 0.1016 0.0 23.917 2.429 Vel = 10.59 12 0.0 1.598 14R 14.0 101.667 13.363 to 150.0 0 8.0 22.000 0.0 M19 66.22 0.1016 0.0 123.667 12.560 Vel = 10.59 0.0 66.22 25.923 K Factor 13.01 8 -16.98 2.003 R 1.0 11.708 25.985 to 150.0 0 10.0 11.000 0.0 M19 -16.98 -0.0027 0.0 22.708 -0.062 Vel = 1.73 0.0 -16.98 25.923 K Factor= -3.33 8 16.98 2.003 3R 3.0 43.542 25.985 to 150.0 N 11.0 14.000 0.0 Lii 16.98 0.0027 0.0 57.542 0.157 Vel = 1.73 Lii 0.0 1.598 8R 8.0 67.625 26.142 to 150.0 30 24.0 50.000 0.0 LX2 16.98 0.0082 2N 18.0 117.625 0.963 Vel = 2.72 0.0 16.98 27.105 K Factor = 3.26 M19 49.24 2.003 2N 22.0 28.500 25.923 to 150.0 0 10.0 32.000 0.0 LX2 49.24 0.0195 0.0 60.500 1.182 Vel = 5.01 LX2 16.98 2.003 N 11.0 0.667 27.105 to 150.0 0.0 11.000 0.0 TOR 66.22 0.0339 0.0 11.667 0.395 Vel = 6.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INNOVATIVE FIRE PROTECTION INC Page 6 ROBERTSON RANCH Date 12.20.2016 Hyd. . Qa Dia. Fitting Pipe Pt Pt Ref. . "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn TOR 0.0 4.26 B 15.8 9.000 27.500 to BOR 66.22 120.0 0.0013 S 28.968 0.0 44.768 53.768 3.898 0.069 Vel = 1.49 . . BOR 0.0 5.86 2L 23.005 62.417 31.467 to 150.0 1 38.342 61.347 1.516 UGI 66.22 0.0002 0.0 123.764 0.022 Vel = 0.79 UGI 0.0 9.42 6L 107.388 426.750 33.005 to 150.0 T 55.931 163.319 6.496 UG2 66.22 0.0 0.0 590.069 0.011 Vel = 0.30 UG2 0.0 10.42 2L 58.509 4.000 39.512 to 150.0 0.0 58.509 -2.036 . D 66.22 0.0 0.0 62.509 0.002 Vel = 0.25 D 0.0 10.42 . 0.0 6.000 37.478 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 C 66.22 0.0 0.0 6.000 0.0 Vel = 0.25 C . 0.0 10.42 2E 53.241 4.000 43.478 to 120.0 0.0 53.241 2.036 UG3 66.22 0.0 0.0 57.241 0.0 Vel = 0.25 UG3 0.0 11.65 2L 48.299 52.000 45.514 to 150.0 T 80.498 136.845 0.0 SORC 66.22 0.0 G 8.05 188.845 0.001 Vel = 0.20 250.00 Qa = 250.00 316.22 45.515 K Factor= 46.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087