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1581 MARBRISA CIR; ; AS150012; Permit
5/9/25, 7:17 AM AS150012 Permit Data City of Carlsbad Sprinkler Permit Job Address: 1581 MARBRISACR Permit Type: SPRINK Parcel No: 2111311300 Lot #: 0 Reference No.: Permit No: A5150012 Status: ISSUED Applied 1/16/2015 Approved: 1/22/2015 Issued: 1/22/2015 PC #: Inspector: Project Title: MARBRISA VILLA 66 INSTALALTION OF NEW 13R FIRE SPRINKLER SYSTEM IN NEW MULTI-STORY RESIDENTIAL BUILDING Applicant: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE8 27665 FORBES RD LAGUNA NIGUEL, CA 949-348-9600 Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA Fees TfMd Fees ($)FTotal ($)f Balance $) 280 0 280 0 about:blank 1/1 - Fire Protection by Computer Design w5 0 4- Vo 0 Lu -- .. Cu F .. , c O- '-3 cc- L,.i ;:• ...0 :;ii ,•, • - - I 0 - j I-o CL U. 11.2 G U SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name : Marbrisa Resort Villa 66 I ATTIC Building : FP-3 Location : 1581 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File : Villa 66 Athc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Marbrisa Resort Villa 66 I ATTIC HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 66 (ATTIC CALC.) Location: 1581 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-3 Date: 12-19-14 Design Remote area number: N/A Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 1170 - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: UPRIGHT No. of sprinklers calculated: 22 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 373.02 -GPM Type of system: WET SYS. Volume of dry or preaction system: N/A - Gal Page 1 Date 12-19-14 @ 77.92 -Psi Water supply information Date: 10-10-14 Location: AT SITE Source: SOCAL FIRE PROTECTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 27665 FORBES RD., SUITE 8, LAGUNA NIGUEL, CA 92677 Phone number: 949 378 9600 Name of designer: D.N.A. Authority ha ving jurisdiction: CITY OF CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) N/A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Marbrisa Resort Villa 66 / ATTIC Date 12-19-14 City Water SuppIy. Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 13.210 C2 - Residual Pressure: 18 D2 - System Flow : 273.022 C2 - Residual Flow : 2731 D2 - System Pressure : 78.274 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 373.022 Safety Margin : 5.529 150 140 130 p120 R11° E10° S 90 s 80 U 70 R6° I E 50 40 — _ 30 C2 20 10 all 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N A 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIA FIRE PROT. Page 3 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0- 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N CPVC9OEllharvel-Spears 7 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 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22- 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 27.5 19.25 8.5 29.5 27.5 19.25 8.5 8.5 8.5 8.5 8.5 8.5 8.5 1.0 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 Pressure I Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbrisa Resort Villa 66/ ATTIC Date 12-19-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 13.93 0.1 100 7.0 13.86 0.1 100 7.0 13.37 0.1 100 7.0 12.79 0.1 100 7.0 12.58 0.1 100 7.0 12.03 0.1 100 7.0 12.31 0.1 100 7.0 11.44 0.1 100 7.0 11.45 0.1 100 7.0 11.6 0.1 100 7.0 1177 0.1 100 7.0 11.64 0.1 100 7.0 11.83 0.1 100 7.0 11.11 0.1 100 7.0 11.61 0.1 100 7.0 11.97 0.1 100 7.0 12.17 0.1 100 7.0 12.23 0.1 100 7.0 13.18 0.1 100 7.0 13.99 0.1 100 7.0 13.01 0.1 100 7.0 13.14 0.1 100 7.0 11.0 na 10.89 na 10.13 na 9.28 na 8.97 na 8.21 na 8.59 na 7.42 na 7.44 na 7.63 na 7.86 na 7.68 na 7.93 na 7.0 na 7.64 na 8.13 na 8.4 na 8.49 na 9.84 na 11.1 na 9.6 na 9.78 na 10.74 na 19.27 na 12.33 na 11.52 na 10.67 na 10.49 na 9.47 na 9.68 na 8.56 na 8.85 na 8.81 na 8.81 na 8.81 na 8.92 na 8.94 na 9.18 na 9.39 na 9.9 na 10.63 na 12.55 na 31.67 na 31.74 na 31.77 na 31.85 na 33.88 na 35.06 na 40.08 na 49.49 na 34.3 na 35.4 na 40.05 na 48.27 na 58.09 na 48.32 na 61.67 na 59.47 na 64.43 na 65.64 na 72.78 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. AG 0.5 73.34 na UG -3.0 75.25 na UG5 -3.0 76.01 na UG3 -3.0 76.07 na UG2 -3.0 76.15 na BD 3.0 73.66 na BS 3.0 76.52 na UG1 0.0 77.92 na 100.0 CTY 0.0 78.27 na The maximum velocity is 20.48 and it occurs in the pipe between nodes J18 and J20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn S3 13.93 1.08 2E 4.61 5.250 10.998 K Factor =4.20 to 120.0 1 5.762 10.372 0.433 J2 13.93 0.0578 0.0 15.622 0.903 Vel = 4.88 0.0 13.93 12.334 KFactor= 3.97 S4 13.86 1.08 2E 4.61 7.330 10.887 K Factor =4.20 to 120.0 1 5.762 10.372 0.433 J2 13.86 0.0573 0.0 17.702 1.014 Vet = 4.85 0.0 13.86 12.334 K Factor = 3.95 S5 13.37 1.08 1 2.305 4.000 10.128 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J3 13.37 0.0536 0.0 17.829 0.955 Vet = 4.68 0.0 13.37 11.516 K Factor = 3.94 S6 12.79 1.08 1E 2.305 5.670 9.275 K Factor =4.20 to 120.0 21 11.524 13.829 0.433 J4 12.79 0.0494 0.0 19.499 0.964 Vet = 4.48 0.0 12.79 10.672 K Factor = 3.92 S7 12.58 1.08 1 2.305 8.790 8.969 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J5 12.58 0.0479 0.0 22.619 1.084 Vet = 4.41 0.0 12.58 10.486 K Factor = 3.88 S8 12.03 1.08 1 2.305 10.710 8.211 K Factor =4.20 to 120.0 1 5.762 8.067 0.433 J6 12.03 0.0441 0.0 18.777 0.828 Vet = 4.21 0.0 12.03 9.472 K Factor = 3.91 S9 12.31 1.08 1E 2.305 1.620 8.593 K Factor =4.20 to 120.0 IT 5.762 8.067 0.433 J6 12.31 0.0460 0.0 9.687 0.446 Vet = 4.31 0.0 12.31 9.472 K Factor = 4.00 S10 11.44 1.08 1E 2.305 9.500 7.420 K Factor =4.20 to 120.0 IT 5.762 8.067 0.433 J8 11.44 0.0402 0.0 17.567 0.706 Vet = 4.01 0.0 11.44 8.559 K Factor = 3.91 Sli 11.45 1.08 1E 2.305 3.250 7.438 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J8 11.45 0.0403 0.0 17.079 0.688 Vel= 4.01 0.0 11.45 8.559 K Factor = 3.91 S12 11.60 1.08 1E 2.305 4.250 7.631 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J10 11.6 0.0412 0.0 18.079 0.745 Vel = 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11c'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 11.60 8.809 K Factor= 3.91 S1 2A 11.77 1.08 1E 2.305 4.130 7.856 K Factor =4.20 to 120.0 IT 5.762 8.067 0.433 J10A 11.77 0.0423 0.0 12.197 0.516 Vel= 4.12 0.0 11.77 8.805 KFactor= 3.97 S13 11.64 1.08 1E 2.305 3.000 7.682 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 JII 11.64 0.0415 0.0 16.829 0.699 Vel = 4.08 0.0 11.64 8.814 K Factor = 3.92 S14 11.83 1.08 2T 11.524 2.000 7.929 K Factor =4.20 to 120.0 0.0 11.524 0.433 J13 11.83 0.0427 0.0 13.524 0.578 VeI= 4.14 0.0 11.83 8.940 K Factor= 3.96 S15 11.11 1.08 1E 2.305 8.670 7.000 K Factor =4.20 to 120.0 iT 5.762 8.067 0.0 S16 11.11 0.0381 0.0 16.737 0.637 Vel = 3.89 S16 11.61 1.08 iT 5.762 2.000 7.637 K Factor =4.20 to 120.0 0.0 5.762 0.433 J14 22.72 0.1430 0.0 7.762 1.110 VeI= 7.96 0.0 22.72 9.180 KFactor= 7.50 S17 11.97 1.08 1E 2.305 5.080 8.129 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J15 11.97 0.0437 0.0 18.909 0.826 Vet = 4.19 0.0 11.97 9.388 K Factor = 3.91 S18 12.17 1.08 1 2.305 9.920 8.401 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J16 12.17 0.0451 0.0 23.749 1.070 Vet = 4.26 0.0 12.17 9.904 K Factor = 3.87 S19 12.23 1.08 1E 2.305 7.830 8.486 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J16 12.23 0.0455 0.0 21.659 0.985 Vet = 4.28 0.0 12.23 9.904 K Factor = 3.89 S20 13.18 1.08 iT 5.762 1.000 9.843 K Factor = 4.20 to 120.0 0.0 5.762 0.433 J16A 13.18 0.0522 0.0 6.762 0.353 Vet = 4.62 0.0 13.18 10.629 K Factor = 4.04 S21 13.99 1.08 2E 4.61 7.080 11.096 K Factor =4.20 to 120.0 iT 5.762 10.372 0.433 J18 13.99 0.0583 0.0 17.452 1.017 Vet = 4.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 13.99 12.546 K Factor = 3.95 S23 13.01 1.08 2E 4.61 9.230 9.598 K Factor =4.20 to 120.0 0.0 4.610 0.433 S22A 13.01 0.0510 0.0 13.840 0.706 Vet = 4.56 0.0 13.01 10.737 K Factor = 3.97 S22 13.14 1.08 1 2.305 2.000 9.781 K Factor =4.20 to 120.0 IT 5.762 8.067 0.433 522A 13.14 0.0520 0.0 10.067 0.523 Vel = 4.60 S22A 13.01 1.08 1 5.762 4.000 10.737 to 120.0 0.0 5.762 0.0 J18 26.15 0.1853 0.0 9.762 1.809 VeI= 9.16 0.0 26.15 12.546 K Factor = 7.38 Ji -131.18 1.682 0.0 16.380 19.272 to 120.0 0.0 0.0 0.0 J2 -131.18 -0.4236 0.0 16.380 -6.938 Vet = 18.94 J2 27.79 1.682 0.0 3.000 12.334 to 120.0 0.0 0.0 0.0 J3 -103.39 -0.2727 0.0 3.000 -0.818 Vet = 14.93 J3 13.36 1.682 0.0 4.000 11.516 to 120.0 0.0 0.0 0.0 J4 -90.03 -0.2110 0.0 4.000 -0.844 VeI= 13.00 J4 12.79 1.682 0.0 1.170 10.672 to 120.0 0.0 0.0 0.0 J5 -77.24 -0.1590 0.0 1.170 -0.186 VeI= 11.15 J5 12.58 1.682 0.0 7.080 10.486 to 120.0 0.0 0.0 0.0 J7 -64.66 -0.1145 0.0 7.080 -0.811 Vel = 9.34 0.0 -64.66 9.675 K Factor = -20.79 J6 24.35 1.682 1 9.9 0.920 9.472 to 120.0 0.0 9.900 0.0 J7 24.35 0.0188 0.0 10.820 0.203 Vet = 3.52 J7 -64.66 1.682 1 9.9 7.460 9.675 to 120.0 0.0 9.900 0.0 J9 -40.31 -0.0477 0.0 17.360 -0.828 Vet = 5.82 0.0 -40.31 8.847 K Factor = -13.55 J8 22.90 1.682 iT 9.9 7.250 8.559 to 120.0 0.0 9.900 0.0 J9 22.9 0.0168 0.0 17.150 0.288 Vet = 3.31 J9 -40.31 1.682 0.0 3.710 8.847 to 120.0 0.0 0.0 0.0 J10 -17.41 -0.0102 0.0 3.710 -0.038 Vel = 2.51 Computer Programs by Hydratec Inc. Route Iii Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 9 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn J10 11.60 1.682 0.0 2.790 8.809 to 120.0 0.0 0.0 0.0 J10A -5.81 -0.0014 0.0 2.790 -0.004 Vel = 0.84 JIOA 11.77 1.682 0.0 5.960 8.805 to 120.0 0.0 0.0 0.0 J11 5.96 0.0015 0.0 5.960 0.009 Vel = 0.86 JI1 11.64 1.682 1 4.95 5.330 8.814 to 120.0 0.0 4.950 0.0 J12 17.6 0.0103 0.0 10.280 0.106 Vel = 2.54 J12 0.0 1.682 0.0 1.960 8.920 to 120.0 0.0 0.0 0.0 J13 17.6 0.0102 0.0 1.960 0.020 Vet = 2.54 J13 11.83 1.682 0.0 9.000 8.940 to 120.0 0.0 0.0 0.0 J14 29.43 0.0267 0.0 9.000 0.240 Vet = 4.25 J14 22.72 1.682 0.0 2.710 9.180 to 120.0 0.0 0.0 0.0 J15 52.15 0.0768 0.0 2.710 0.208 Vel = 7.53 J15 11.97 1.682 0.0 4.580 9.388 to 120.0 0.0 0.0 0.0 J16 64.12 0.1127 0.0 4.580 0.516 VeI= 9.26 J16 24.41 1.682 0.0 3.540 9.904 to 120.0 0.0 0.0 0.0 J16A 88.53 0.2048 0.0 3.540 0.725 Vel = 12.78 J16A 13.17 1.682 0.0 7.250 10.629 to 120.0 0.0 0.0 0.0 J18 101.7 0.2644 0.0 7.250 1.917 Vet = 14.68 J18 40.14 1.682 iT 9.9 29.540 12.546 to 120.0 0.0 9.900 0.0 J20 141.84 0.4895 0.0 39.440 19.305 Vel = 20.48 0.0 141.84 31.851 KFactor= 25.13 JI 131.18 1.682 IT 9.9 19.370 19.272 to 120.0 0.0 9.900 0.0 J23 131.18 0.4236 0.0 29.270 12.398 Vet = 18.94 J23 -5.34 1.682 1 4.95 1.750 31.670 to 120.0 0.0 4.950 0.0 TR1 125.84 0.3922 0.0 6.700 2.628 Vet = 18.17 0.0 125.84 34.298 KFactor= 21.49 J23 5.34 1.682 IE 4.95 61.170 31.670 to 120.0 0.0 4.950 0.0 J22 5.34 0.0011 0.0 66.120 0.075 Vet = 0.77 J22 0.0 1.682 1E 4.95 17.790 31.745 to 120.0 0.0 4.950 0.0 J21 - - 5.34 0.0011 0.0 22.740 0.026 Vel = 0.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 10 Marbrisa Resort Villa 66/ATTIC Date 12-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn J21 0.0 1.682 IT 9.9 61.080 31.771 to 120.0 0.0 9.900 0.0 J20 5.34 0.0011 0.0 70.980 0.080 Vet = 0.77 J20 141.84 2.157 2E 12.307 0.710 31.851 to 120.0 0.0 12.307 0.0 TR 147.18 0.1561 0.0 13.017 2.032 Vel = 12.92 TR 0.0 2.157 0.0 2.000 33.883 to 120.0 0.0 0.0 0.866 TR3 147.18 0.1560 0.0 2.000 0.312 Vet = 12.92 TR3 0.0 2.157 0.0 9.250 35.061 to 120.0 0.0 0.0 3.573 SR 147.18 0.1561 0.0 9.250 1.444 Vel= 12.92 SR 0.0 2.157 1 6.153 12.000 40.078 to 120.0 IT 12.307 18.460 4.656 B2 147.18 0.1561 0.0 30.460 4.754 VeI= 12.92 B2 82.87 2.157 1 11.0 3.130 49.488 to 120.0 10 10.0 21.000 0.0 X 230.05 0.3566 0.0 24.130 8.604 Vet = 20.20 0.0 230.05 58.092 KFactor= 30.18 TR1 125.84 2.157 0.0 2.000 34.298 to 120.0 0.0 0.0 0.866 TR2 125.84 0.1170 0.0 2.000 0.234 Vel = 11.05 TR2 0.0 2.157 0.0 9.250 35.398 to 120.0 0.0 0.0 3.573 Y2 125.84 0.1169 0.0 9.250 1.081 Vel = 11.05 Y2 0.0 2.157 1E 6.153 12.000 40.052 to 120.0 11 12.307 18.460 4.656 BR2 125.84 0.1168 0.0 30.460 3.558 Vel = 11.05 BR2 -42.97 2.003 0.0 23.870 48.266 to 150.0 0.0 0.0 0.0 B2 82.87 0.0512 0.0 23.870 1.222 Vel = 8.44 0.0 82.87 49.488 KFactor= 11.78 X 232.83 3.26 2E 18.815 9.420 58.092 to 120.0 0.0 18.815 0.0 B3 232.83 0.0488 0.0 28.235 1.377 Vet = 8.95 0.0 232.83 59.469 K Factor = 30.19 X 12.28 1.101 4T 38.251 83.750 58.092 to 150.0 2E 7.65 45.900 0.0 81 12.28 0.0276 0.0 129.650 3.580 Vel = 4.14 0.0 12.28 61.672 K Factor = 1.56 Z 15.07 1.101 6T 57.376 177.500 48.316 to 150.0 2E 7.65 65.026 0.0 X 15.07 0.0403 0.0 242.526 9.776 Vet = 5.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 11 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pt/Ft Eqv. Ln. Total Pf Pn 0.0 15.07 58.092 KFactor= 1.98 BI 40.19 1.101 0.0 11.160 61.672 to 150.0 0.0 0.0 0.0 B4 40.19 0.2474 0.0 11.160 2.761 VeI= 13.54 0.0 40.19 64.433 K Factor = 5.01 BR2 42.98 2.003 0.0 3.290 48.266 to 150.0 0.0 0.0 0.0 Z 42.98 0.0152 0.0 3.290 0.050 Vet = 4.38 Z -15.08 1.101 10 5.0 94.000 48.316 to 150.0 1 7.0 12.000 0.0 B1 27.9 0.1260 0.0 106.000 13.356 Vet = 9.40 0.0 27.90 61.672 K Factor = 3.55 B3 232.83 3.26 1 20.159 72.170 59.469 to 120.0 1 9.408 29.567 0.0 84 232.83 0.0488 0.0 101.737 4.964 Vet = 8.95 B4 40.19 3.26 1E 9.408 9.080 64.433 to 120.0 0.0 9.408 0.0 B5 273.02 0.0655 0.0 18.488 1.211 Vet = 10.49 B5 0.0 4.26 1E 13.167 8.000 65.644 to 120.0 lFsp 0.0 42.135 6.248 * Fixed loss = 3 BR 273.02 0.0178 1S 28.968 50.135 0.892 Vet = 6.15 BR 0.0 4.1 1 10.928 5.000 72.784 to 120.0 0.0 10.928 0.217 AG 273.02 0.0215 0.0 15.928 0.342 Vet = 6.63 AG 0.0 4.1 1E 14.534 10.000 73.343 to 140.0 0.0 14.534 1.516 UG 273.02 0.0161 0.0 24.534 0.395 Vet = 6.63 UG 0.0 4.23 iT 38.446 20.000 75.254 to 150.0 1 3.845 42.290 0.0 UG5 273.02 0.0122 0.0 62.290 0.760 Vet = 6.23 UG5 0.0 6.09 0.0 27.500 76.014 to 150.0 0.0 0.0 0.0 UG3 273.02 0.0020 0.0 27.500 0.056 Vet = 3.01 UG3 0.0 6.09 1E 21.583 18.000 76.070 to 150.0 0.0 21.583 0.0 UG2 273.02 0.0021 0.0 39.583 0.082 Vet = 3.01 UG2 0.0 6.16 2E 40.168 7.000 76.152 to 140.0 0.0 40.168 -2.599 80 273.02 0.0022 0.0 47.168 0.105 Vet = 2.94 80 0.0 6.16 iZaf 0.0 3.000 73.658 to 140.0 0.0 0.0 2.854 * Fixed loss = 2.854 BS 273.02 0.0023 0.0 3.000 0.007 Vet = 2.94 BS 0.0 6.16 2E 40.168 7.000 76.519 to 140.0 0.0 40.168 1.299 UG1 273.02 0.0022 0.0 47.168 0.105 Vet = 2.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaLCalculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT, Page 12 Marbrisa Resort Villa 66 I ATTIC Date 12-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftrig's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn UGI 100.00 6.09 1 18.997 20.000 77.923 Qa = 100 to 140.0 1G 4.071 63.775 0.0 CTY 373.02 0.0042 1 40.707 83.775 0.351 Vel = 4.11 0.0 373.02 78.274 KFactor= 42.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087