Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1586 MARBRISA CIR; ; AS140310; Permit
5/9/25, 7:16 AM AS140310 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140310 Job Address: 1586 MARBRISACR Status: ISSUED Permit Type: SPRINK Applied 12/1/2014 Parcel No: 2111311100 Approved: 12/8/2014 Lot #: 0 Reference No.: Issued: 12/8/2014 PC #: Inspector: Project Title: MARBRISA RESORT VILLA 59 DESIGN AND INSTALL AN AUTOMATIC FIRE SPRINKLER SYSTEM FOR A 3 STORY VILLA (#59). POINT OF CONNECTION SI TO BE AT NEW UNDERGROUND AS SHOWN ON PLANS. ATTIC AREAS SHALL BE FULLY SPRINKLERED PER NFPA 13. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMP1LETE AND OPERATIONAL SPRINKLER SYSTME IN ACCORDANCE WITH NFPA 132013 EDITION AS WELL AS CFD REQUIREMENTS. PROVIDE MIN REQUIRED CLEARANCES AROUND PIPES IN ACCORDANCE WITH NFPA 13 2013. Applicant: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE 8 27665 FORBES RD LAGUNA N IGU EL, CA 949-348-9600 Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 280 0 280 0 about:blank 1/1 - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name : Marbrisa Villa 59- Attic Calc Building : FP-3 Location : 1586 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File : Villa #59 ATTIC CALC.WXF AS140310 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Villa 59- Attic Calc Date 11-19-14 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 59 (ATTIC CALC.) Location: 1586 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-3 Date: 11-7-14 Design Remote area number: N/A Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 1203 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 21 In-rack demand: N/A - GPM Hose streams: 100- GPM Total water required (including hose streams): 391.86-GPM @ 77.08 - Psi Type of system: WET SYSTEM Volume of dry orpreaction system: N/A - Gal Water supply information Date: 10-10-14 Location: AT SITE Source: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 27665 FORBES RD., SUITE 8, LAGUNA NIGUEL, CA Phone number: 949-378-9600 Name of designer: D.N.A. Authority having jurisdiction: CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gndded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Marbrisa Villa 59-Attic Calc Date 11-19-14 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 13.643 C2 - Residual Pressure: 18 D2 - System Flow : 291.863 C2 - Residual Flow : 2731 D2 - System Pressure : 76.246 Hose(Adj City) Hose ( Demand) : 100 D3 - System Demand : 391.863 Safety Margin : 7.395 150 140 130 P 120 R11° E 100 90 :6+ 80 U7° R 60 E 50 40 _ 30 C2 20 49- 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 Villa 59- Attic Calc Date 11-19-14 Fitting Legend Abbrev. Name % % 1 1% 1% 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 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 CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R CPVCCouplinglee - Run I I I 1 1 1 2 2 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 I 90 Flow thruTee 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 Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD SOUTHERN CALIFORNIAFIRE PROT. Page 4 Marbrisa Villa 59- Attic Caic Date 11-19-14 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. Si 31.5 4.2 12.44 na 14.81 0.1 120 7.0 S2 31.5 4.2 12.72 na 14.98 0.1 120 7.0 J1X 31.5 13.31 na S3 31.5 4.2 13.63 na 15.51 0.1 120 7.0 S4 31.5 4.2 11.63 na 14.33 0.1 120 7.0 S5 31.5 4.2 12.05 na 14.58 0.1 120 7.0 S6 31.5 4.2 8.43 na 12.19 0.1 120 7.0 S7 31.5 4.2 8.16 na 12.0 0.1 120 7.0 JX 31.5 8.69 na S8 31.5 4.2 9.61 na 13.02 0.1 120 7.0 S9 31.5 4.2 9.61 na 13.02 0.1 120 7.0 slo 31.5 4.2 9.53 na 12.97 0.1 120 7.0 Sib 31.5 4.2 9.32 na 12.82 0.1 120 7.0 S12 31.5 4.2 9.55 na 12.98 0.1 120 7.0 S13 31.5 4.2 9.55 na 12.98 0.1 120 7.0 S14 31.5 4.2 9.77 na 13.13 0.1 120 7.0 S15 31.5 4.2 10.99 na 13.92 0.1 120 7.0 S16 31.5 4.2 11.18 na 14.04 0.1 120 7.0 S17 31.5 4.2 11.13 na 14.01 0.1 120 7.0 518 31.5 4.2 11.27 na 14.1 0.1 120 7.0 519 31.5 4.2 12.25 na 14.7 0.1 120 7.0 S20 31.5 4.2 13.11 na 15.21 0.1 120 7.0 S21 31.5 4.2 15.57 na 16.57 0.1 120 7.0 Ji 31.5 15.05 na J2 31.5 12.86 na J3 31.5 10.47 na J4 31.5 10.38 na J5 31.5 10.31 na J6 31.5 10.32 na J7 31.5 10.56 na J8 31.5 11.06 na J9 31.5 11.51 na J10 31.5 12.22 na J11 31.5 14.08 na J12 31.5 16.57 na J16 31.5 34.2 na J15 31.5 34.25 na J14 31.5 34.27 na J13 31.5 34.32 na TR1 31.5 35.33 na TR 31.5 35.65 na 4 19.33 42.57 na 4A 19.33 42.58 na 3A 19.33 42.62 na 9 19.33 42.69 na 2A 19.33 42.52 na 1A 19.33 42.52 na 5 19.33 42.36 na 6 19.33 42.57 na 7 19.33 42.69 na 8 19.33 42.92 na TF 19.33 42.98 na TEl 19.33 42.29 na X2 9.33 48.65 na 11 9.33 50.45 na Xl 9.33 50.29 na 14 9.33 52.74 na 15C 9.33 51.94 na 15B 9.33 55.41 na 16A 9.33 56.45 na 16B 9.33 59.99 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Villa 59- Attic Caic Date 11-19-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 12 9.33 51.37 na 13 9.33 51.79 na 16 9.33 55.48 na 15 9.33 57.16 na 15A 9.33 57.95 na 16C 9.33 61.39 na BR 2.0 68.26 na 100.0 AG 0.5 70.08 na UG -3.0 72.49 na UG4 -3.0 73.3 na UG3 -3.0 73.81 na UG2 -3.0 74.15 na BD 3.0 71.75 na BS 3.0 74.37 na UG1 -3.0 77.09 na CTY 0.0 76.25 na The maximum velocity is 21.57 and it occurs in the pipe between nodes J12 and J13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Villa 59- Attic Calc Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn Si 14.81 1.049 2E 4.0 7.710 12.438 K Factor =4.20 to 120.0 0.0 4.000 0.0 J1X 14.81 0.0747 0.0 11.710 0.875 Vet = 5.50 0,0 14.81 13.313 K Factor = 4.06 S2 14.98 1.049 1 2.0 0.833 12.716 K Factor =4.20 to 120.0 1 5.0 7.000 0.0 J1X 14.98 0.0762 0.0 7.833 0.597 Vel = 5.56 J1X 14.81 1.049 IT 5.0 1.380 13.313 to 120.0 0.0 5.000 0.0 Ji 29.79 0.2719 0.0 6.380 1.735 Vel = 11.06 0.0 29.79 15.048 K Factor = 7.68 S3 15.51 1.049 2E 4.0 8.460 13.629 K Factor =4.20 to 120.0 1 5.0 9.000 0.0 Ji 15.51 0.0813 0.0 17.460 1.419 Vel = 5.76 0.0 15.51 15.048 KFactor= 4.00 S4 14.33 1.049 2E 4.0 8.460 11.635 K Factor =4.20 to 120.0 IT 5.0 9.000 0.0 J2 14.33 0.0702 0.0 17.460 1.225 Vet = 5.32 0.0 14.33 12.860 K Factor = 4.00 S5 14.58 1.049 2E 4.0 2.210 12.048 K Factor =4.20 to 120.0 IT 5.0 9.000 0.0 J2 14.58 0.0724 0.0 11.210 0.812 Vel = 5.41 0.0 14.58 12.860 K Factor = 4.07 S6 12.19 1.049 1E 2.0 3.000 8.427 K Factor =4.20 to 120.0 0.0 2.000 0.0 JX 12.19 0.0522 0.0 5.000 0.261 Vel = 4.53 0.0 12.19 8.688 KFactor= 4.14 S7 12.00 1.049 1 2.0 3.370 8.163 K Factor =4.20 to 120.0 1 5.0 7.000 0.0 JX 12.0 0.0506 0.0 10.370 0.525 Vet = 4.45 JX 12.19 1.049 IT 5.0 4.630 8.688 to 120.0 0.0 5.000 0.0 J3 24.19 0.1850 0.0 9.630 1.782 Vet = 8.98 0.0 24.19 10.470 K Factor = 7.48 S8 13.02 1.049 2E 4.0 4.130 9.609 K Factor =4.20 to 120.0 IT 5.0 9.000 0.0 J4 13.02 0.0588 0.0 13.130 0.772 Vel = 4.83 0.0 13.02 10.381 K Factor = 4.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Marbrisa Villa 59- Attic Caic Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S9 13.02 1.049 2E 4.0 4.170 9.606 K Factor =4.20 to 120.0 iT 5.0 9.000 0.0 J4 13.02 0.0588 0.0 13.170 0.775 Vet = 4.83 0.0 13.02 10.381 KFactor= 4.04 S10 12.97 1.049 2E 4.0 4.210 9.534 K Factor =4.20 to 120.0 iT 5.0 9.000 0.0 J5 12.97 0.0584 0.0 13.210 0.772 Vet = 4.81 0.0 12.97 10.306 K Factor = 4.04 SI1 12.82 1.049 2E 4.0 8.210 9.322 K Factor =4.20 to 120.0 1 5.0 9.000 0.0 J5 12.82 0.0572 0.0 17.210 0.984 Vel = 4.76 0.0 12.82 10.306 KFactor= 3.99 S12 12.98 1.049 2E 4.0 4.210 9.549 K Factor =4.20 to 120.0 1 5.0 9.000 0.0 J6 12.98 0.0585 0.0 13.210 0.773 Vel = 4.82 0.0 12.98 10.322 K Factor = 4.04 S13 12.98 1.049 2E 4.0 4.250 9.547 K Factor =4.20 to 120.0 iT 5.0 9.000 0.0 J6 12.98 0.0585 0.0 13.250 0.775 Vet = 4.82 0.0 12.98 10.322 K Factor = 4.04 S14 13.13 1.049 2E 4.0 4.210 9.773 K Factor =4.20 to 120.0 1 5.0 9.000 0.0 J7 13.13 0.0597 0.0 13.210 0.789 Vel = 4.87 0.0 13.13 10.562 KFactor= 4.04 S15 13.92 1.049 1 2.0 0.833 10.990 K Factor =4.20 to 120.0 IT 5.0 7.000 0.0 J9 13.92 0.0666 0.0 7.833 0.522 Vel = 5.17 0.0 13.92 11.512 K Factor = 4.10 S16 14.04 1.049 2E 4.0 6.380 11.182 K Factor =4.20 to 120.0 IT 5.0 9.000 0.0 JIO 14.04 0.0676 0.0 15.380 1.040 Vel = 5.21 0.0 14.04 12.222 K Factor = 4.02 S17 14.01 1.049 2E 4.0 7.250 11.128 K Factor =4.20 to 120.0 1 5.0 9.000 0.0 J10 14.01 0.0673 0.0 16.250 1.094 Vel = 5.20 0.0 14.01 12.222 KFactor= 4.01 S18 14.10 1.049 2E 4.0 10.330 11.270 K Factor =4.20 to 120.0 0.0 4.000 0.0 S19 14.1 0.0682 0.0 14.330 0.977 Vel = 5.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Marbrisa Villa 59- Attic Calc Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.Cf,or Ftng's Pe Pv ******* Notes ****** Point Qt Pt/Ft Eqv. Ln. Total Pf Pn S19 14.70 1.049 IT 5.0 2.160 12.247 K Factor =4.20 to 120.0 0.0 5.000 0.0 J11 28.8 0.2554 0.0 7.160 1.829 Vel = 10.69 0.0 28.80 14.076 KFactor= 7.68 S20 15.21 1.049 1E 2.0 5.330 13.109 K Factor =4.20 to 120.0 1 5.0 7.000 0.0 ill 15.21 0.0784 0.0 12.330 0.967 Vel = 5.65 0.0 15.21 14.076 K Factor = 4.05 S21 16.57 1.049 2E 4.0 1.833 15.573 K Factor =4.20 to 120.0 IT 5.0 9.000 0.0 J12 16.57 0.0918 0.0 10.833 0.995 Vel = 6.15 0.0 16.57 16.568 K Factor = 4.07 Ji -97.16 1.682 0.0 9.000 15.048 to 120.0 0.0 0.0 0.0 J2 -97.16 -0.2431 0.0 9.000 -2.188 Vel = 14.03 J2 28.91 1.682 IT 9.9 9.000 12.860 to 120.0 0.0 9.900 0.0 J3 -68.25 -0.1265 0.0 18.900 -2.390 Vel = 9.85 J3 24.19 1.682 0.0 1.583 10.470 to 120.0 0.0 0.0 0.0 J4 -44.06 -0.0562 0.0 1.583 -0.089 Vel = 6.36 J4 26.03 1.682 0.0 6.960 10.381 to 120.0 00 0.0 0.0 J5 -18.03 -0.0108 0.0 6.960 -0.075 Vel = 2.60 J5 25.80 1.682 0.0 7.000 10.306 to 120.0 0.0 0.0 0.0 J6 7.77 0.0023 0.0 7.000 0.016 Vel = 1.12 J6 25.95 1.682 0.0 7.000 10.322 to 120.0 0.0 0.0 0.0 J7 33.72 0.0343 0.0 7.000 0.240 Vel = 4.87 J7 13.13 1.682 1E 4.95 2.960 10.562 to 120.0 0.0 4.950 0.0 J8 46.85 0.0631 0.0 7.910 0.499 Vel = 6.76 J8 0.0 1.682 IE 4.95 2.210 11.061 to 120.0 0.0 4.950 0.0 J9 46.85 0.0630 0.0 7.160 0.451 Vel = 6.76 J9 13.93 1.682 0.0 6.960 11.512 to 120.0 0.0 0.0 0.0 J10 60.78 0.1020 0.0 6.960 0.710 Vel = 8.78 J10 28.05 1.682 0.0 9.000 12.222 to 120.0 0.0 0.0 0.0 ill 88.83 0.2060 0.0 9.000 1.854 Vel = 12.83 JII 44.01 1.682 0.0 5.750 14.076 to 120.0 0.0 0.0 0.0 J12 132.84 0.4334 0.0 5.750 2.492 Vel = 19.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 9 Marbrisa Villa 59- Attic Calc Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn J12 16.57 1.682 iT 9.9 23.040 16.568 to 120.0 0.0 9.900 0.0 J13 149.41 0.5389 0.0 32.940 17.750 Vel = 21.57 0.0 149.41 34.318 K Factor= 25.50 Ji 142.45 1.682 IT 9.9 28.920 15.048 to 120.0 0.0 9.900 0.0 J16 142.45 0.4934 0.0 38.820 19.153 Vet = 20.57 J16 -4.35 2.157 1E 6.153 2.000 34.201 to 120.0 0.0 6.153 0.0 TRi 138.1 0.1387 0.0 8.153 1.131 Vel= 12.13 0.0 138.10 35.332 K Factor= 23.23 J16 4.36 1.682 iT 9.9 48.130 34.201 to 120.0 0.0 9.900 0.0 J15 4.36 0.0008 0.0 58.030 0.045 Vel = 0.63 J15 0.0 1.682 IT 9.9 25.500 34.246 to 120.0 0.0 9.900 0.0 J14 4.36 0.0008 0.0 35.400 0.027 Vet = 0.63 J14 0.0 1.682 IT 9.9 48.130 34.273 to 120.0 0.0 9.900 0.0 J13 4.36 0.0008 0.0 58.030 0.045 Vel = 0.63 J13 149.40 2.157 1E 6.153 1.710 34.318 to 120.0 0.0 6.153 0.0 TR 153.76 0.1693 0.0 7.863 1.331 Vel = 13.50 0.0 153.76 35.649 K Factor= 25.75 TR1 138.10 2.157 0.0 12.170 35.332 to 120.0 0.0 0.0 5.271 TF1 138.1 0.1387 0.0 12.170 1.688 Vel= 12.13 0.0 138.10 42.291 KFactor= 21.24 TR 153.76 2.157 0.0 12.170 35.649 to 120.0 0.0 0.0 5.271 TF 153.76 0.1693 0.0 12.170 2.060 Vet = 13.50 0.0 153.76 42.980 K Factor= 23.45 4 3.61 1.101 10 5.0 1.040 42.567 to 150.0 0.0 5.000 0.0 4A 3.61 0.0028 0.0 6.040 0.017 Vet = 1.22 4A 0.0 1.101 2R 2.0 12.000 42.584 to 150.0 0.0 2.000 0.0 3A 3.61 0.0029 0.0 14.000 0.040 Vet = 1.22 3A 0.0 1.101 3R 3.0 16.170 42.624 to 150.0 10 5.0 8.000 00 9 3.61 0.0029 0.0 24.170 0.070 Vet = 1.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 10 Marbrisa Villa 59- Attic Calc Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 0.0 1.101 12R 12.0 61.210 42.694 to 150.0 10 5.0 17.000 0.0 8 3.61 0.0029 0.0 78.210 0.224 Vel = 1.22 0.0 3.61 42.918 K Factor = 0.55 4 -3.61 1.101, 1 1.0 13.710 42.567 to 150.0 0.0 1.000 0.0 2A -3.61 -0.0029 0.0 14.710 -0.042 Vel = 1.22 2A 0.0 1.101 1R 1.0 1.000 42.525 to 150.0 0.0 1.000 0.0 1A -3.61 -0.0030 0.0 2.000 -0.006 Vel = 1.22 1A 0.0 1.101 4R 4.0 45.460 42.519 to 150.0 10 5.0 9.000 0.0 5 -3.61 -0.0029 0.0 54.460 -0.156 Vel = 1.22 5 -3.60 1.101 10 5.0 2.000 42.363 to 150.0 0.0 5.000 0.0 TF1 -7.21 -0.0103 0.0 7.000 -0.072 Vel = 2.43 0.0 -7.21 42.291 KFactor= -1.11 5 3.60 1.101 7R 7.0 61.250 42.363 to 150.0 10 5.0 12.000 0.0 6 3.6 0.0029 0.0 73.250 0.209 Vel = 1.21 6 0.0 1.101 6R 6.0 28.170 42.572 to 150.0 1 7.0 13.000 0.0 7 3.6 0.0028 0.0 41.170 0.117 Vel = 1.21 7 0.0 1.101 14R 14.0 61.250 42.689 to 150.0 10 5.0 19.000 0.0 8 3.6 0.0029 0.0 80.250 0.229 Vel = 1.21 8 3.61 1.101 10 5.0 0.960 42.918 to 150.0 0.0 5.000 0.0 TF 7.21 0.0104 0.0 5.960 0.062 Vel = 2.43 IF 153.77 2.157 1 6.153 10.000 42.980 to 120.0 0.0 6.153 4.331 Xl 160.98 0.1842 0.0 16.153 2.975 Vel= 14.13 0.0 160.98 50.286 K Factor= 22.70 TF1 130.88 2.157 1E 6.153 10.000 42.291 to 120.0 0.0 6.153 4.331 X2 130.88 0.1256 0.0 16.153 2.029 Vel = 11.49 X2 0.0 2.157 IT 12.307 2.000 48.651 to 120.0 0.0 12.307 0.0 11 130.88 0.1256 0.0 14.307 1.797 Vel = 11.49 11 -7.85 2.157 iT 12.307 1.000 50.448 to 120.0 0.0 12.307 0.0 15C 123.03 0.1120 0.0 13.307 1.491 Vel = 10.80 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 11 Marbrisa Villa 59- Attic Calc Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 123.03 51.939 K Factor = 17.07 Xl 160.98 2.157 1 12.307 1.000 50.286 to 120.0 0.0 12.307 0.0 14 160.98 0.1843 0.0 13.307 2.452 Vet = 14.13 14 7.85 2.157 1 12.307 1.000 52.738 to 120.0 0.0 12.307 0.0 15B 168.83 0.2012 0.0 13.307 2.677 Vel = 14.82 0.0 168.83 55.415 K Factor = 22.68 15C 106.50 2.157 iT 12.307 28.210 51.939 to 120.0 0.0 12.307 0.0 15B 106.5 0.0858 0.0 40.517 3.476 Vel = 9.35 15B 153.84 3.26 1E 9.408 7.920 55.415 to 120.0 0.0 9.408 0.0 16A 260.34 0.0600 0.0 17.328 1.039 Vet = 10.01 16A 0.0 3.26 1E 9.408 49.580 56.454 to 120.0 0.0 9.408 0.0 16B 260.34 0.0600 0.0 58.988 3.538 Vet = 10.01 16B 31.52 3.26 1E 9.408 9.460 59.992 to 120.0 0.0 9.408 0.0 16C 291.86 0.0741 0.0 18.868 1.399 Vel = 11.22 0.0 291.86 61.391 K Factor = 37.25 11 7.85 1.101 8R 8.0 61.250 50.448 to 150.0 1 7.0 15.000 0.0 12 7.85 0.0121 0.0 76.250 0.920 Vel = 2.65 12 0.0 1.101 2R 2.0 28.210 51.368 to 150.0 10 5.0 7.000 0.0 13 7.85 0.0121 0.0 35.210 0.425 Vel = 2.65 13 0.0 1.101 12R 12.0 61.250 51.793 to 150.0 10 5.0 17.000 0.0 14 7.85 0.0121 0.0 78.250 0.945 Vet = 2.65 0.0 7.85 52.738 KFactor= 1.08 15C 16.53 1.101 9R 9.0 60.080 51.939 to 150.0 10 5.0 14.000 0.0 16 16.53 0.0478 0.0 74.080 3.542 Vet = 5.57 16 0.0 1.101 2R 2.0 28.210 55.481 to 150.0 10 5.0 7.000 0.0 15 16.53 0.0478 0.0 35.210 1.683 Vel = 5.57 15 0.0 1.101 1R 1.0 10.500 57.164 to 150.0 10 5.0 6.000 0.0 15A 16.53 0.0478 0.0 16.500 0.789 Vet = 5.57 15A -31.52 1.101 9R 9.0 49.580 57.953 to 150.0 10 5.0 14.000 0.0 158 -14.99 -0.0399 0.0 63.580 -2.538 Vel =5.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 61 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 12 Marbrisa Villa 59- Attic Calc Date 11-19-14 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 -14.99 55.415 K Factor = -2.01 15A 31.52 1.101 10 5.0 7.920 57.953 to 150.0 0.0 5.000 0.0 16B 31.52 0.1578 0.0 12.920 2.039 Vel = 10.62 0.0 31.52 59.992 K Factor = 4.07 16C 291.86 4.26 lFsp 0.0 8.330 61.391 to 150.0 iS 43.772 43.771 6.175 * Fixed loss = 3 BR 291.86 0.0133 0.0 52.101 0.694 Vet = 6.57 BR 100.00 4.1 2E 29.067 8.000 68.260 Qa = 100 to 140.0 0.0 29.067 0.650 AG 391.86 0.0315 0.0 37.067 1.166 Vel = 9.52 AG 0.0 4.1 1E 14.534 14.000 70.076 to 140.0 0.0 14.534 1.516 UG 391.86 0.0315 0.0 28.534 0.898 Vel = 9.52 UG 0.0 3.63 1E 9.126 5.250 72.490 to 150.0 1G 1.825 10.951 0.0 UG4 391.86 0.0501 0.0 16.201 0.811 Vet = 12.15 UG4 0.0 5.35 IT 24.609 42.000 73.301 to 150.0 0.0 24.609 0.0 UG3 391.86 0.0076 0.0 66.609 0.505 Vet = 5.59 UG3 0.0 5.35 2E 22.969 22.000 73.806 to 150.0 0.0 22.969 0.0 UG2 391.86 0.0076 0.0 44.969 0.341 Vel = 5.59 UG2 0.0 6.16 2E 45.637 6.000 74.147 to 150.0 0.0 45.637 -2.599 BD 391.86 0.0038 0.0 51.637 0.197 Vet = 4.22 BD 0.0 6.16 lZaf 0.0 3.000 71.745 to 140.0 0.0 0.0 2.616 * Fixed toss = 2.616 BS 391.86 0.0043 0.0 3.000 0.013 Vel = 4.22 BS 0.0 6.16 1 20.084 6.000 74.374 to 140.0 0.0 20.084 2.599 UGI 391.86 0.0043 0.0 26.084 0.113 Vel = 4.22 UGI 0.0 5.35 1 11.484 22.000 77.086 to 150.0 1G 2.461 38.554 -1.299 CTY 391.86 0.0076 iT 24.609 60.554 0.459 Vet = 5.59 0.0 391.86 76.246 K Factor = 44.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F.M.rL'~Mq - - - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name : Marbrisa Villa 59- 4 Head calc Building FP-2 Location : 1586 MARBRISA CIRCLE, CARLSBAD, CA System N/A Contract : N/A Data File : Villa #594 HEAD CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Villa 59- 4 Head caic Date 11-19-14 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 59 (4 HEAD CALC.) Location: 1586 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-2 Date: 11-7-14 Design Remote area number: N/A Remote area location: N/A Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 4 HEAD - SqFt Coverage per sprinkler: 196 - SqFt Type of sprinklers calculated: CONCEALED SPRK. No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 100-GPM Total water required (including hose streams): 185.37 -GPM @ 62.58 -Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 10-10-14 Location: AT SITE Source: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 27665 FORBES RD., SUITE 8, LAGUNA NIGUEL, CA Phone number: 949-378-9600 Name of designer: D.N.A. Authority having jurisdiction: CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Marbrisa Villa 59- 4 Head calc Date 11-19-14 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 8.229 C2 - Residual Pressure: 18 D2 - System Flow : 85.373 C2 - Residual Flow : 2731 D2 - System Pressure : 61.356 Hose(Adj City) Hose ( Demand) : 100 D3 - System Demand : 185.373 Safety Margin : 23.678 150 140 130 p120 R° E10° 90 s 80 U 70 D2 R 60 E 50D 40 _ 30 _ C2 20 10 DI 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 Villa 59-4 Head calc Date 11-19-14 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 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 1 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 R CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 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 thruTee 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 Villa 59-4 Head calc Date 11-19-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Si 19.0 4.9 16.0 na 19.6 0.1 196 7.0 S2 19.0 4.9 19.75 na 21.78 0.1 196 7.0 S3 19.0 4.9 19.57 na 21.68 0.1 196 7.0 S4 19.0 4.9 20.75 na 22.32 0.1 196 7.0 19.33 17.34 na 2 19.33 20.47 na 3 19.33 21.25 na 4 19.33 21.5 na 4A 19.33 21.72 na 3A 19.33 22.23 na 9 19.33 27.09 na 2A 19.33 21.69 na IA 19.33 21.98 na 5 19.33 41.75 na 6 19.33 42.15 na 7 19.33 42.38 na 8 19.33 42.82 na TF 19.33 44.35 na TF1 19.33 43.83 na X2 9.33 48.44 na 11 9.33 48.68 na Xl 9.33 48.92 na 14 9.33 49.11 na 15C 9.33 48.87 na 15B 9.33 49.34 na 16A 9.33 49.45 na 16B 9.33 49.81 na 12 9.33 48.85 na 13 9.33 48.93 na 16 9.33 49.29 na 15 9.33 49.49 na iSA 9.33 49.59 na 16C 9.33 49.95 na BR 2.0 562 na 100.0 AG 0.5 57.14 na UG -3.0 58.88 na UG4 -3.0 59.08 na UG3 -3.0 59.21 na UG2 -3.0 59.29 na BD 3.0 56.75 na BS 3.0 59.97 na UG1 -3.0 62.59 na CTY 0.0 61.36 na The maximum velocity is 16.66 and it occurs in the pipe between nodes 1A and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Villa 59-4 Head caic Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C1,or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn Si 19.60 0.874 iN 7.0 0.330 16.000 K Factor =4.90 to 150.0 0.0 7.000 -0.143 1 19.6 0.2018 0.0 7.330 1.479 Vel = 10.48 0.0 19.60 17.336 KFactor= 4.71 S2 21.78 0.874 10 3.0 0.500 19.751 K Factor =4.90 to 150.0 0.0 3.000 -0.143 2 21.78 0.2451 0.0 3.500 0.858 Vel = 11.65 0.0 21.78 20.466 K Factor = 4.81 S3 21.68 0.874 1 7.0 0.500 19.570 K Factor =4.90 to 150.0 0.0 7.000 -0.143 3 21.68 0.2432 0.0 7.500 1.824 Vel = 11.59 0.0 21.68 21.251 K Factor = 4.70 S4 22.32 0.874 10 3.0 0.500 20.750 K Factor = 4.90 to 150.0 0.0 3.000 -0.143 4 22.32 0.2566 0.0 3.500 0.898 Vel = 11.94 0.0 22.32 21.505 K Factor = 4.81 1 19.60 0.874 10 3.0 13.000 17.336 to 150.0 1 7.0 10.000 0.0 1A 19.6 0.2018 0.0 23.000 4.641 Vel = 10.48 0.0 19.60 21.977 KFactor= 4.18 2 21.78 0.874 10 3.0 2.000 20.466 to 150.0 0.0 3.000 0.0 2A 21.78 0.2452 0.0 5.000 1.226 Vel = 11.65 0.0 21.78 21.692 KFactor= 4.68 3 21.68 0.874 10 3.0 1.040 21.251 to 150.0 0.0 3.000 0.0 3A 21.68 0.2431 0.0 4.040 0.982 Vel = 11.59 0.0 21.68 22.233 K Factor = 4.60 4 14.25 1.101 10 5.0 1.040 21.505 to 150.0 0.0 5.000 0.0 4A 14.25 0.0363 0.0 6.040 0.219 Vel = 4.80 4A 0.0 1.101 2R 2.0 12.000 21.724 to 150.0 0.0 2.000 0.0 3A 14.25 0.0364 0.0 14.000 0.509 Vel = 4.80 3A 21.67 1.101 3R 3.0 16.170 22.233 to 150.0 10 5.0 8.000 0.0 9 35.92 0.2010 0.0 24.170 4.859 Vel = 12.10 9 0.0 1.101 12R 12.0 61.210 27.092 to 150.0 10 5.0 17.000 0.0 8 35.92 0.2011 0.0 78.210 15.725 Vel = 12.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Villa 59-4 Head caic Date 11-19-14 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C', or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 35.92 42.817 KFactor= 5.49 4 8.07 1.101 1R 1.0 13.710 21.505 to 150.0 0.0 1.000 0.0 2A 8.07 0.0127 0.0 14.710 0.187 Vel = 2.72 2A 21.78 1.101 1R 1.0 1.000 21.692 to 150.0 0.0 1.000 0.0 IA 29.85 0.1425 0.0 2.000 0.285 Vel = 10.06 1A 19.60 1.101 4R 4.0 45.460 21.977 to 150.0 10 5.0 9.000 0.0 5 49.45 0.3631 0.0 54.460 19.776 Vel = 16.66 5 -5.12 1.101 10 5.0 2.000 41.753 to 150.0 0.0 5.000 0.0 TF1 44.33 0.2967 0.0 7.000 2.077 Vel = 14.94 0.0 44.33 43.830 K Factor= 6.70 5 5.12 1.101 7R 7.0 61.250 41.753 to 150.0 10 5.0 12.000 0.0 6 5.12 0.0055 0.0 73.250 0.401 Vel = 1.73 6 0.0 1.101 6R 6.0 28.170 42.154 to 150.0 1 7.0 13.000 0.0 7 5.12 0.0055 0.0 41.170 0.225 Vel = 1.73 7 0.0 1.101 14R 14.0 61.250 42.379 to 150.0 10 5.0 19.000 0.0 8 5.12 0.0055 0.0 80.250 0.438 Vel = 1.73 8 35.92 1.101 10 5.0 0.960 42.817 to 150.0 0.0 5.000 0.0 TF 41.04 0.2572 0.0 5.960 1.533 Vel = 13.83 TF 0.0 2.157 1E 6.153 10.000 44.350 to 120.0 0.0 6.153 4.331 Xl 41.04 0.0147 0.0 16.153 0.238 Vel = 3.60 0.0 41.04 48.919 K Factor = 5.87 TF1 44.33 2.157 1E 6.153 10.000 43.830 to 120.0 0.0 6.153 4.331 X2 44.33 0.0170 0.0 16.153 0.274 Vel = 3.89 X2 0.0 2.157 IT 12.307 2.000 48.435 to 120.0 0.0 12.307 0.0 11 44.33 0.0170 0.0 14.307 0.243 Vel = 3.89 II -3.20 2.157 IT 12.307 1.000 48.678 to 120.0 0.0 12.307 0.0 15C 41.13 0.0147 0.0 13.307 0.196 VeI= 3.61 0.0 41.13 48.874 KFactor= 5.88 Xi 41.04 2.157 1T 12.307 1.000 48.919 to 120.0 0.0 12.307 0.0 14 41.04 0.0147 0.0 13.307 0.195 Vel = 3.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Marbrisa Villa 59- 4 Head caic Date 11-19-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C1,or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 14 3.21 2.157 iT 12.307 1.000 49.114 to 120.0 0.0 12.307 0.0 15B 44.25 0.0169 0.0 13.307 0.225 Vel = 3.89 0.0 44.25 49.339 K Factor = 6.30 15C 35.91 2.157 iT 12.307 28.210 48.874 to 120.0 0.0 12.307 0.0 15B 35.91 0.0115 0.0 40.517 0.465 Vel = 3.15 15B 39.99 3.26 1E 9.408 7.920 49.339 to 120.0 0.0 9.408 0.0 16A 75.9 0.0061 0.0 17.328 0.106 Vel = 2.92 16A 0.0 3.26 1E 9.408 49.580 49.445 to 120.0 0.0 9.408 0.0 16B 75.9 0.0061 0.0 58.988 0.362 Vel = 2.92 16B 9.47 3.26 1E 9.408 9.460 49.807 to 120.0 0.0 9.408 0.0 16C 85.37 0.0076 0.0 18.868 0.144 Vel = 3.28 0.0 85.37 49.951 K Factor = 12.08 11 3.21 1.101 8R 8.0 61.250 48.678 to 150.0 IN 7.0 15.000 0.0 12 3.21 0.0023 0.0 76.250 0.175 Vel = 1.08 12 0.0 1.101 2R 2.0 28.210 48.853 to 150.0 10 5.0 7.000 0.0 13 3.21 0.0023 0.0 35.210 0.081 Vel = 1.08 13 0.0 1.101 12R 12.0 61.250 48.934 to 150.0 10 5.0 17.000 0.0 14 3.21 0.0023 0.0 78.250 0.180 Vel = 1.08 0.0 3.21 49.114 KFactor= 0.46 15C 5.22 1.101 9R 9.0 60.080 48.874 to 150.0 10 5.0 14.000 0.0 16 5.22 0.0057 0.0 74.080 0.420 Vel = 1.76 16 0.0 1.101 2R 2.0 28.210 49.294 to 150.0 10 5.0 7.000 0.0 15 5.22 0.0057 0.0 35.210 0.199 Vel = 1.76 15 0.0 1.101 1R 1.0 10.500 49.493 to 150.0 10 5.0 6.000 0.0 15A 5.22 0.0056 0.0 16.500 0.093 Vel = 1.76 15A -9.48 1.101 9R 9.0 49.580 49.586 to 150.0 10 5.0 14.000 0.0 15B -4.26 -0.0039 0.0 63.580 -0.247 Vel = 1.44 0.0 -4.26 49.339 K Factor = -0.61 15A 9.48 1.101 10 5.0 7.920 49.586 to 150.0 0.0 5.000 0.0 16B 9.48 0:0171 0.0 12.920 0.221 Vel = 3.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Marbrisa Villa 59-4 Head calc Date 11-19-14 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 9.48 49.807 K Factor = 1.34 16C 85.37 4.26 lFsp 0.0 8.330 49.951 to 150.0 iS 43.772 43.771 6.175 * Fixed loss = 3 BR 85.37 0.0014 0.0 52.101 0.071 Vet = 1.92 BR 100.00 4.1 2E 29.067 8.000 56.197 Qa = 100 to 140.0 0.0 29.067 0.650 AG 185.37 0.0079 0.0 37.067 0.292 Vet = 4.50 AG 0.0 4.1 1E 14.534 14.000 57.139 to 140.0 0.0 14.534 1.516 UG 185.37 0.0079 0.0 28.534 0.224 Vet = 4.50 UG 0.0 3.63 1E 9.126 5.250 58.879 to 150.0 1G 1.825 10.951 0.0 UG4 185.37 0.0126 0.0 16.201 0.204 Vel = 5.75 UG4 0.0 5.35 iT 24.609 42.000 59.083 to 150.0 0.0 24.609 0.0 UG3 185.37 0.0019 0.0 66.609 0.126 Vet = 2.65 UG3 0.0 5.35 2E 22.969 22.000 59.209 to 150.0 0.0 22.969 0.0 UG2 185.37 0.0019 0.0 44.969 0.085 Vet = 2.65 UG2 0.0 6.16 2E 45.637 6.000 59.294 to 150.0 0.0 45.637 -2.599 BD 185.37 0.0010 0.0 51.637 0.050 Vet = 2.00 BD 0.0 6.16 IZaf 0.0 3.000 56.745 to 140.0 0.0 0.0 3.225 * Fixed loss = 3.225 BS 185.37 0.0010 0.0 3.000 0.003 Vet = 2.00 BS 0.0 6.16 lEqI 8.607 6.000 59.973 to 140.0 0.0 7.980 2.599 UGI 185.37 0.0011 0.0 13.980 0.015 Vet = 2.00 UG1 0.0 5.35 1E 11.484 22.000 62.587 to 150.0 1G 2.461 13.945 -1.299 dY 185.37 0.0019 0.0 35.945 0.068 Vet = 2.65 0.0 185.37 61.356 K Factor= 23.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087