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HomeMy WebLinkAbout1599 MARBRISA CIR; ; AS130176; Permit1/2/25, 7:52 AM AS130176 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS130176 Job Address:, 1599 MARBRISA CR Status: APPROVED Permit Type: SPRINK Applied 9/26/2013 Parcel No: Approved: 10/16/2013 Lot #: 0 Reference No.: Issued: 10/16/2013 PC #: Inspector: Project Title: MARBRISA VILLA #70 Applicant: Owner: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE 8 27665 FORBES RD LAGUNA NIGUEL, CA 949-348-9600 Fees ($) Add'I Fees ($) Total ($) Balance ($) 201 0 201 0 about:blank . 1/1 F.M.r.i~mv - - - Fire Protection by Computer Design CC U) m* • U)UJI I'- :-'!C A • - 18 Q ge '5 1 OC U)t cc >- g U -CL i 5 1 a(g P.o 0 ;' 1 U)•_ < >..0 .0 SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name Marbrisa Resort Villa #70 I ATTIC Building FP-3 Location : 1599 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File Villa#70 Attic.WXF FILE COPY Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 " SOUTHERN CALIFORNIA FIRE PROT. Marbrisa Resort Villa #70 / ATTIC HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 70 (ATTIC CALC.) Location: 1599 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-3 Date: 9-18-13 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): 273.02 -GPM Type of system: WET SYS. Volume of thy orpreaction system: N/A - Gal Page 1 Date 9-18-13 @ 78.96-Psi Water supply information Date: 4-8-2013 Location: AT SITE Source: CARLSBAD FIRE PREVENTION 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 CALIFORNIAFIRE PROT. Page 2 Marbrisa Resort Villa #70 I ATTIC Date 9-18-13 City Water Supply: Demand: Cl - Static Fressure : 85.5 Dl - Elevation : 13.210 C2 - Residual Pressure: 18 D2 - System Flow : 273.022 C2 - Residual Flow : 2493.3 D2 - System Pressure : 79.156 Hose(Adj City) Hose (Demand) : 100 D3 - System Demand : 373.022 Safety Margin : 4.335 150 140 130 p120 R11° E10° s90 61 S 80 U 70 R6° E5° 40 ___ 30 — 20 D4— 10 .. .,... .... 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N" 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 #70 / ATTIC Date 9-18-13 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 2% 3 3% 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 I 1 2 2 3 4 5 6 7 8 10 11 13 N CPVC9O'EllHarvel-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 Pressure I Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbrisa Resort Villa #70 / ATTIC Date 9-18-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S3 30.5 4.2 11.0 na 13.93 0.1 100 7.0 S4 30.5 4.2 10.89 na 13.86 0.1 100 7.0 S5 30.5 4.2 10.13 na 13.37 0.1 100 7.0 S6 30.5 4.2 9.28 na 12.79 0.1 100 7.0 S7 30.5 4.2 8.97 na 12.58 0.1 100 7.0 S8 30.5 4.2 8.21 na 12.03 0.1 100 7.0 S9 30.5 4.2 8.59 na 12.31 0.1 100 7.0 S110 30.5 4.2 7.42 na 1144 0.1 100 7.0 S11 30.5 4.2 7.44 na 11.45 0.1 100 7.0 S12 30.5 4.2 7.63 na 11.6 0.1 100 7.0 S12A 30.5 4.2 7.86 na 11.77 0.1 100 7.0 S13 30.5 4.2 7.68 na 11.64 0.1 100 7.0 514 30.5 4.2 7.93 na 11.83 0.1 100 7.0 S15 30.5 4.2 7.0 na 1111 0.1 100 7.0 S16 30.5 4.2 7.64 na 11.61 0.1 100 7.0 S17 30.5 4.2 8.13 na 11.97 0.1 100 7.0 S18 30.5 4.2 8.4 na 12.17 0.1 100 7.0 S19 30.5 4.2 8.49 na 12.23 0.1 100 7.0 S20 30.5 4.2 9.84 na 13.18 0.1 100 7.0 S21 30.5 4.2 11.1 na 13.99 0.1 100 7.0 S23 30.5 4.2 9.6 na 13.01 0.1 100 7.0 S22 30.5 4.2 9.78 na 13.14 0.1 100 7.0 S22A 29.5 10.74 na Ji 29.5 19.27 na J2 29.5 12.33 na J3 29.5 11.52 na J4 29.5 10.67 na J5 29.5 10.49 na J6 29.5 9.47 na J7 29.5 9.68 na J8 29.5 8.56 na J9 29.5 8.85 na J10 29.5 8.81 na JIOA 29.5 8.81 na ill 29.5 8.81 na J12 29.5 8.92 na J13 29.5 8.94 na J14 29.5 9.18 na J15 29.5 9.39 na J16 29.5 9.9 na J16A 29.5 10.63 na J18 29.5 12.55 na J23 29.5 31.67 na J22 . 29.5 31.74 na J21 29.5 31.77 na J20 29.5 31.85 na TR 29.5 33.88 na TR3 27.5 35.06 na SR 19.25 40.08 na B2 8.5 49.49 na TR1 29.5 34.3 na TR2 27.5 35.4 na Y2 19.25 40.05 na BR2 8.5 48.27 na X 8.5 58.09 na Z 8.5 48.32 na B1 8.5 61.67 na B3 8.5 59.47 na B4 8.5 64.43 na B5 8.5 65.64 na BR 1.0 72.78 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SOUTHERN CALIFORNIAFIRE PROT. Page 5 Marbrisa Resort Villa #70 I ATTIC Date 9-18-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. AG 0.5 73.29 na UG -3.0 75.26 na UR -3.0 75.52 na UH -3.0 77.08 na UG1 -3.0 77.19 na BD 3.0 74.7 na BS 3.0 77.56 na UG2 0.0 78.97 na CTY 0.0 79.16 na 100.0 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 #70 / ATTIC Date 9-18-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S3 13.93 1.08 2E 4.61 5.250 10.998 K Factor =4.20 to 120.0 iT 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 iT 5.762 10.372 0.433 J2 13.86 0.0573 0.0 17.702 1.014 Vel = 4.85 0.0 13.86 12.334 K Factor = 3.95 S5 13.37 1.08 1E 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 2T 11.524 13.829 0.433 J4 12.79 0.0494 0.0 19.499 0.964 Vel = 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 Vel = 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 Vel = 4.31 0.0 12.31 9.472 KFactor= 4.00 S10 11.44 1.08 1E 2.305 9.500 7.420 K Factor =4.20 to 120.0 1 5.762 8.067 0.433 J8 11.44 0.0402 0.0 17.567 0.706 Vel = 4.01 0.0 11.44 8.559 K Factor = 3.91 Sil 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 JiO 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 #70 / ATTIC Date 9-18-13 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 11.60 8.809 K Factor = 3.91 S12A 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 K Factor = 3.97 S13 11.64 1.08 1 2.305 3.000 7.682 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J11 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 21 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 Vel = 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 Vel = 7.96 0.0 22.72 9.180 K Factor = 7.50 S17 11.97 1.08 1 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 Vel = 4.19 0.0 11.97 9.388 K Factor = 3.91 S18 12.17 1.08 1E 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 Vel = 4.26 0.0 12.17 9.904 K Factor = 3.87 S19 12.23 1.08 1 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 Vel = 4.28 0.0 12.23 9.904 KFactor= 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 Vel = 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 Vel = 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 #70 I ATTIC Date 9-18-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C1,or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft 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 1E 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 Vet = 4.60 S22A 13.01 1.08 IT 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 Vet = 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 Vet = 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 Vel= 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 Vet = 9.34 0.0 -64.66 9.675 K Factor = -20.79 J6 24.35 1.682 iT 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 iT 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 Vet = 2.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 9 Marbrisa Resort Villa #70 / ATTIC Date 9-18-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft 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 J10A 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 1E 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 Vel = 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 Vel = 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 Vel = 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 Vel = 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 Vel = 18.94 J23 -5.34 1.682 1E 4.95 1.750 31.670 to 120.0 0.0 4.950 0.0 TRI 125.84 0.3922 0.0 6.700 2.628 Vel = 18.17 0.0 125.84 34.298 KFactor= 21.49 J23 5.34 1.682 1E 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 Vel = 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 #70 / ATTIC Date 9-18-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf 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 Vel = 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 Vel = 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 VeI= 12.92 SR 0.0 2.157 1E 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 Vel = 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 Vet = 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 iT 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 VeI= 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 Vel = 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 Bi 12.28 0.0276. 0.0 129.650 3.580 Vet = 4.14 0.0 12.28 61.672 KFactor= 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 #70 / ATTIC Date 9-18-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 15.07 58.092 K Factor = 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 Vel= 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 Vel = 4.38 Z -15.08 1.101 10 5.0 94.000 48.316 to 150.0 IN 7.0 12.000 0.0 BI 27.9 0.1260 0.0 106.000 13.356 Vel = 9.40 0.0 27.90 61.672 K Factor = 3.55 B3 232.83 3.26 iT 20.159 72.170 59.469 to 120.0 1E 9.408 29.567 0.0 B4 232.83 0.0488 0.0 101.737 4.964 Vel = 8.95 84 40.19 3.26 1 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 Vel = 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 Vel = 6.15 BR 0.0 4.26 1E 13.167 3.000 72.784 to 120.0 0.0 13.167 0.217 AG 273.02 0.0178 0.0 16.167 0.288 Vel = 6.15 AG 0.0 4.1 1E 14.534 14.000 73.289 to 140.0 0.0 14.534 1.516 UG 273.02 0.0161 0.0 28.534 0.460 Vel = 6.63 UG 0.0 4.23 0.0 21.000 75.265 to 150.0 0.0 0.0 0.0 UR 273.02 0.0122 0.0 21.000 0.256 Vel = 6.23 UR 0.0 4.23 2E 38.446 47.000 75.521 to 150.0 IG 3.845 80.736 0.0 UH 273.02 0.0122 11 38.446 127.736 1.557 Vel = 6.23 UH 0.0 6.09 iT 46.249 10.000 77.078 to 150.0 0.0 46.249 0.0 UG1 273.02 0.0021 0.0 56.249 0.116 Vel = 3.01 UG1 0.0 6.16 2E 40.168 7.000 77.194 to 140.0 0.0 40.168 -2.599 BD 273.02 0.0022 0.0 47.168 0.105 Vel = 2.94 BD 0.0 6.16 iZaf 0.0 3.000 74.700 to 140.0 0.0 0.0 2.854 * Fixed loss = 2.854 BS 273.02 0.0023 0.0 3.000 0.007 Vel = 2.94 BS 0.0 6.16 2E 40.168 7.000 77.561 to 140.0 0.0 40.168 1.299 UG2 273.02 0.0022 0.0 47.168 0.105 Vel = 2.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final CalcuLations.- Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 12 Marbrisa Resort Villa #70 I ATTIC Date 9-18-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C.,or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn UG2 0.0 6.09 1E 21.583 20.000 78.965 to 150.0 1G 4.625 72.457 0.0 CTY 273.02 0.0021 1 46.249 92.457 0.191 Vet = 3.01 100.00 Qa = 100.00 373.02 79.156 KFactor= 41.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087