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1578 MARBRISA CIR; ; AS160239; Permit
City of Carlsbad Sprinkler Permit Permit No: AS 160239 Job Address: 1578 MARBRISA CR Permit Type: SPRINK Parcel No: 2111311100 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 8/3/2016 Approved: 10/27/2016 Issued: 10/27/2016 Inspector: Project Title: VILLA 61 MARBRISA RESORT DESIGN & INSTALL A FIRE PROTECTION SYSTEM THAT WILL SUPPLY VILLA #61. EXISTING 6" DDDCV, Ply'S AND FDC'S TO REMAIN. Applicant: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE 8 27665 FORBES RD LAGUNA NIGUEL, CA 949-348-9600 Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 618 0 618 618 AS 1 60239 1578 MARBRISA CR --- Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name : Marbrisa Resort- Villa #61- 4Head Calc-3rd. Fl. Building : FP-3 Location : 1578 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File : Villa #61 4 HEAD CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort- Villa #61- 4Head Calc-3rd. Fl. Date 9-12-16 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 61 (4 HEAD CALC.)-3rd FL. Location: 1578 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-3 Date: 6-28-16 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): 179.65 -GPM @ 66.43 - Psi Type of system: WET SYSTEM Volume of dry orpreaction system: N/A - Gal Water supply information Date: 8-19-16 Location: AT SITE Source: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 26542 CORTINA DRIVE, MISSION VIEJO, CA 92691 Phone number: 949-433-3473 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 Resort- Villa #61- 41-lead Calc-3rd. Fl. Date 9-12-16 City Water Supply: Cl - Static Pressure : 90 C2 - Residual Pressure: 18 C2 - Residual Flow : 5561 Demand: Dl - Elevation : 12.560 D2 - System Flow : 79.653 D2 - System Pressure : 66.433 Hose(Adj City) Hose (Demand) : 100 D3 - System Demand : 179.653 Safety Margin : 23.442 P R E S S U R E 150 140 130 120 110 100 Cl 90 80 70 - D2 603 50 - 40 -- 30 -- ____ ______ _______ ________ ___________ C2 750 1500 2250 3000 3750 4500 5250 6000 6750 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 #61- 4Head Calc-3rd. FL Date 9-12-16 Fitting Legend Abbrev. Name % ~ 1 11/4 1% 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90StandardElbow 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 1 1 1 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 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 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 Ftowthru 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 / Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbrisa Resort- Villa #61- 4Head Calc-3rd. Fl. Date 9-12-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. P1 29.0 4.9 16.81 na 20.09 0.1 196 7.0 P2 29.0 4.9 16.0 na 19.6 0.1 196 7.0 P3 29.0 4.9 16.22 na 19.74 0.1 196 7.0 P4 29.0 4.9 17.04 na 20.23 0.1 196 7.0 1 29.5 18.18 na 2 29.5 17.3 na 3 29.5 17.54 na 4 29.5 18.43 na 5 29.5 19.0 na 12 29.5 25.05 na 11 29.5 27.97 na 5A 29.5 19.66 na 6 29.5 19.27 na 7 29.5 25.9 na 8 29.5 28.85 na 9X 29.5 27.9 na SB 29.5 24.98 na 10 29.5 29.16 na TR3A 29.5 33.51 na 9 29.5 30.34 na TR3 29.5 34.35 na FL3A 29.5 46.27 na W 9.25 55.05 na Wi 9.5 54.96 na FL3 29.5 46.31 na X 9.5 54.98 na Xl 9.5 55.01 na FIR 9.5 55.06 na BR 2.5 61.16 na BRX 2.5 61.19 na AG 0.5 62.08 na UG -3.0 63.65 na UGX -3.0 63.7 na 100.0 UG3 -3.0 64.1 na UG2 -3.0 64.23 na BD 3.0 61.67 na BS 3.0 64.98 na UGI -3.0 67.62 na CIV 0.0 66.43 na The maximum velocity is 13.73 and it occurs in the pipe between nodes 10 and TR3A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Resort- Villa #61- 4Head Calc-3rd. Fl. Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P1 20.09 0.874 1 7.0 0.500 16.809 K Factor =4.90 to 150.0 0.0 7.000 -0.217 1 20.09 0.2112 0.0 7.500 1.584 Vel = 10.74 0.0 20.09 18.176 K Factor = 4.71 P2 19.60 0.874 1 7.0 0.500 16.000 K Factor =4.90 to 150.0 0.0 7.000 -0.217 2 19.6 0.2019 0.0 7.500 1.514 Vel = 10.48 0.0 19.60 17.297 K Factor = 4.71 P3 19.74 0.874 1 7.0 0.500 16.222 K Factor =4.90 to 150.0 0.0 7.000 -0.217 3 19.74 0.2045 0.0 7.500 1.534 Vel = 10.56 0.0 19.74 17.539 K Factor = 4.71 P4 20.23 0.874 1 7.0 0.500 17.042 K Factor =4.90 to 150.0 0.0 7.000 -0.217 4 20.23 0.2139 0.0 7.500 1.604 Vel = 10.82 0.0 20.23 18.429 K Factor = 4.71 1 20.09 0.874 10 3.0 0.920 18.176 to 150.0 0.0 3.000 0.0 5 20.09 0.2112 0.0 3.920 0.828 Vel = 10.74 0.0 20.09 19.004 K Factor = 4.61 2 19.60 0.874 10 3.0 5.460 17.297 to 150.0 0.0 3.000 0.0 5 19.6 0.2018 0.0 8.460 1.707 Vel = 10.48 0.0 19.60 19.004 K Factor = 4.50 3 19.74 0.874 10 3.0 5.460 17.539 to 150.0 0.0 3.000 0.0 6 19.74 0.2044 0.0 8.460 1.729 Vel = 10.56 0.0 19.74 19.268 K Factor = 4.50 4 20.23 0.874 10 3.0 0.920 18.429 to 150.0 0.0 3.000 0.0 6 20.23 0.2140 0.0 3.920 0.839 Vel = 10.82 0.0 20.23 19.268 K Factor = 4.61 5 22.54 1.101 8R 8.0 58.290 19.004 to 150.0 10 5.0 13.000 0.0 12 22.54 0.0849 0.0 71.290 6.049 Vel = 7.60 12 0.0 1.101 4R 4.0 25.420 25.053 to 150.0 10 5.0 9.000 0.0 11 22.54 0.0849 0.0 34.420 2.921 Vel = 7.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fiiial Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Resort- Villa #61- 4Head Calc-3rd. Fl. Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 0.0 1.101 4R 4.0 9.960 27.974 to 150.0 0.0 4.000 0.0 10 22.54 0.0848 0.0 13.960 1.184 Vel = 7.60 0.0 22.54 29.158 K Factor = 4.17 5 17.15 1.101 1 7.0 5.830 19.004 to 150.0 0.0 7.000 0.0 5A 17.15 0.0512 0.0 12.830 0.657 Vel = 5.78 5A -33.30 1.101 1R 1.0 7.580 19.661 to 150.0 0.0 1.000 0.0 6 -16.15 -0.0458 0.0 8.580 -0.393 Vel = 5.44 0.0 -16.15 19.268 KFactor= -3.68 5A 33.31 1.101 10 5.0 25.420 19.661 to 150.0 0.0 5.000 0.0 5B 33.31 0.1748 0.0 30.420 5.317 Vel = 11.23 0.0 33.31 24.978 K Factor = 6.66 6 23.81 1.101 8R 8.0 57.580 19.268 to 150.0 10 5.0 13.000 0.0 7 23.81 0.0940 0.0 70.580 6.631 Vel = 8.02 7 0.0 1.101 6R 6.0 25.420 25.899 to 150.0 0.0 6.000 0.0 8 23.81 0.0940 0.0 31.420 2.953 Vel = 8.02 8 0.0 1.101 1R 1.0 9.880 28.852 to 150.0 10 5.0 6.000 0.0 9 23.81 0.0940 0.0 15.880 1.492 Vel = 8.02 0.0 23.81 30.344 K Factor = 4.32 9X 15.11 1.101 4R 4.0 51.290 27.902 to 150.0 10 5.0 9.000 0.0 9 15.11 0.0405 0.0 60.290 2.442 Vel = 5.09 0.0 15.11 30.344 K Factor = 2.74 5B 18.20 1.101 14R 14.0 54.170 24.978 to 150.0 10 5.0 19.000 0.0 10 18.2 0.0571 0.0 73.170 4.180 Vel = 6.13 0.0 18.20 29.158 KFactor= 3.37 9X -15.11 1.101 14R 14.0 58.210 27.902 to 150.0 0.0 14.000 0.0 5B -15.11 -0.0405 0.0 72.210 -2.924 Vel = 5.09 0.0 -15.11 24.978 KFactor= -3.02 10 40.73 1.101 1 2.531 2.500 29.158 to 120.0 iT 6.328 8.859 0.0 TR3A 40.73 0.3834 0.0 11.359 4.355 Vel = 13.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Firal Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Marbrisa Resort- Villa #61- 4Head Calc-3rd. Fl. Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn TR3A 0.0 1.101 1E 2.531 9.000 33.513 to 120.0 1 6.328 16.453 3.000 * Fixed loss = 3 FL3A 40.73 0.3833 1G 1.266 25.453 9.756 Vel = 13.73 lFsp 0.0 IS 6.328 0.0 40.73 46.269 K Factor = 5.99 9 38.92 1.101 1 2.531 2.500 30.344 to 120.0 IT 6.328 8.859 0.0 TR3 38.92 0.3523 0.0 11.359 4.002 Vel = 13.12 TR3 0.0 1.101 1 2.531 9.000 34.346 to 120.0 1 6.328 16.453 3.000 * Fixed loss = 3 FL3 38.92 0.3523 1G 1.266 25.453 8.968 Vel = 13.12 lFsp 0.0 IS 6.328 0.0 38.92 46.314 K Factor = 5.72 FL3A 40.73 4.26 0.0 15.750 46.269 to 120.0 0.0 0.0 8.770 W 40.73 0.0006 0.0 15.750 0.009 Vel = 0.92 W 0.0 4.26 1E 13.167 4.000 55.048 to 120.0 IT 26.334 39.501 -0.108 Wi 40.73 0.0005 0.0 43.501 0.022 Vel = 0.92 Wi 0.0 4.26 0.0 93.960 54.962 to 120.0 0.0 0.0 0.0 Xi 40.73 0.0005 0.0 93.960 0.050 Vel = 0.92 0.0 40.73 55.012 K Factor = 5.49 FL3 38.92 4.26 0.0 15.500 46.314 to 120.0 0.0 0.0 8.662 X 38.92 0.0005 0.0 15.500 0.007 Vel = 0.88 X 0.0 4.26 iE 13.167 19.500 54.983 to 120.0 IT 26.334 39.501 0.0 Xi 38.92 0.0005 0.0 59.001 0.029 Vel = 0.88 Xi 40.73 4.26 iE 13.167 14.250 55.012 to 120.0 0.0 13.167 0.0 FTR 79.65 0.0018 0.0 27.417 0.050 Vel = 1.79 FTR 0.0 4.26 iFsp 0.0 7.000 55.062 to 120.0 IS 28.968 28.968 6.032 * Fixed loss = 3 BR 79.65 0.0018 0.0 35.968 0.065 Vel = 1.79 BR 0.0 4.1 1E 14.534 2.500 61.159 to 140.0 0.0 14.534 0.0 BRX 79.65 0.0016 0.0 17.034 0.028 Vel = 1.94 BRX 0.0 4.1 1 14.534 2.000 61.187 to 140.0 0.0 14.534 0.866 AG 79.65 0.0017 0.0 16.534 0.028 Vel = 1.94 AG 0.0 4.1 1 14.534 17.500 62.081 to 140.0 0.0 14.534 1.516 UG 79.65 0.0017 0.0 32.034 0.053 Vel = 1.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fiiial Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Marbrisa Resort- Villa #61- 4Head Calc-3rd. Fl. Date 9-12-16 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. 11C..or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG 0.0 3.63 1E 9.126 6.500 63.650 to 150.0 1G 1.825 10.951 0.0 UGX 79.65 0.0026 0.0 17.451 0.045 Vel = 2.47 UGX 100.00 5.35 iT 24.609 202.500 63.695 Qa = 100 to 150.0 0.0 24.609 0.0 UG3 179.65 0.0018 0.0 227.109 0.407 Vel = 2.56 UG3 0.0 5.35 2E 22.969 22.000 64.102 to 150.0 iT 24.609 47.578 0.0 UG2 179.65 0.0018 0.0 69.578 0.125 Vel = 2.56 UG2 0.0 6.16 2E 45.637 6.000 64.227 to 150.0 0.0 45.637 -2.599 BD 179.65 0.0009 0.0 51.637 0.046 Vel = 1.93 BD 0.0 6.16 iZaf 0.0 3.000 61.674 to 140.0 0.0 0.0 3.300 * Fixed loss = 3.3 BS 179.65 0.0013 0.0 3.000 0.004 Vel = 1.93 BS 0.0 6.16 2E 40.168 6.000 64.978 to 140.0 0.0 40.168 2.599 UG1 179.65 0.0010 0.0 46.168 0.047 Vel = 1.93 UG1 0.0 5.35 1E 11.484 22.000 67.624 to 150.0 1G 2.461 38.554 -1.299 CTY 179.65 0.0018 iT 24.609 60.554 0.108 Vel = 2.56 0.0 179.65 66.433 K Factor = 22.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AS 1 60239 1578 MARBRISA CR Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name : Marbrisa Villa #61 Elevator Roof Building : FP-5 Location : 1578 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File : Villa #61 ELEVATOR CALC 1 .WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Villa #61, Elevator Roof Date 9-12-16 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 61 (ELEVATOR ROOF CALC.) Location: 1578 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-5 Date: 9-12-16 Design Remote area number: N/A Remote area location: ELEVATOR ROOF Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: ENTIRE AREA - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 6 In-rack demand: N/A - GPM Hose streams: 100 - GPM Total water required (including hose streams): 173.33 -GPM @ 58.69 - Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 8-19-16 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 #61, Elevator Roof Date 9-12-16 City Water Supply: Demand: Cl - Static Pressure : 90 Dl - Elevation : 18.190 C2 - Residual Pressure: 18 D2 - System Flow : 73.325 C2 - Residual Flow : 5561 D2 - System Pressure : 58.689 Hose(Adj City) Hose ( Demand) : 100 D3 - System Demand : 173.325 Safety Margin : 31.193 150 140 130 p120 R 110 Cl E 10 s 90 z:- s 80 u 70 R6° E PL _________________________ 40 i____________ 30 - ______ _____ _________ _______ ___________ ________ ______________ __________ ________________ ____________ __________________ C2 : ,.... .... .,.,.... ____ ... 750 1500 2250 3000 3750 4500 5250 6000 6750 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 #61, Elevator Roof Date 9-12-16 Fitting Legend Abbrev. Name ¼ % 1 11/4 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 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 thru lee 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 #61, Elevator Roof Date 9-12-16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. El 42.0 4.2 8.16 na 12.0 0.1 120 7.0 E2 42.0 4.2 8.17 na 12.0 0.1 120 7.0 E3 42.0 4.2 8.37 na 12.15 0.1 120 7.0 E4 42.0 4.2 9.0 na 12.6 0.1 120 7.0 E6 42.0 4.2 8.3 na 12.1 0.1 120 7.0 E5 42.0 4.2 8.83 na 12.48 0.1 120 7.0 E 42.0 10.09 na 11 42.0 25.9 na J9A 42.0 25.9 na J1A 42.0 25.9 na J2 42.0 25.9 na J3 42.0 25.88 na J6 42.0 24.18 na J5 42.0 23.49 na EX 42.0 20.89 na J7 42.0 24.91 na J8 42.0 25.91 na J9 42.0 26.13 na TR1 42.0 27.53 na J4 42.0 25.87 na TR 42.0 26.63 na FL4A 35.0 36.13 na FL4 35.0 36.15 na FL3A 29.5 38.52 na W 9.25 47.3 na Wi 9.5 47.2 na FL3 29.5 38.54 na X 9.5 47.22 na Xl 9.5 47.25 na FTR 9.5 47.29 na BR 2.5 53.38 na BRX 2.5 53.4 na AG 0.5 54.29 na UG -3.0 55.85 na UGX -3.0 55.89 na 100.0 UG3 -3.0 56.27 na UG2 -3.0 56.39 na BD 3.0 53.84 na BS 3.0 57.24 na UG1 -3.0 59.89 na CTY 0.0 58.69 na The maximum velocity is 15.73 and it occurs in the pipe between nodes E and EX Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Villa #61, Elevator Roof Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn El 1.40 1.38 1E 3.0 7.833 8.163 K Factor =4.20 to 120.0 0.0 3.000 0.0 E2 1.4 0.0003 0.0 10.833 0.003 Vel = 0.30 E2 12.00 1.38 0.0 12.250 8.166 K Factor =4.20 to 120.0 0.0 0.0 0.0 E3 13.4 0.0163 0.0 12.250 0.200 Vel = 2.87 E3 12.15 1.38 1E 3.0 8.710 8.366 K Factor =4.20 to 120.0 0.0 3.000 0.0 E4 25.55 0.0538 0.0 11.710 0.630 Vel = 5.48 E4 12.60 1.38 iT 6.0 3.670 8.996 K Factor =4.20 to 120.0 0.0 6.000 0.0 E 38.15 0.1130 0.0 9.670 1.093 Vel = 8.18 0.0 38.15 10.089 K Factor = 12.01 El 10.60 1.38 1E 3.0 9.750 8.163 to 120.0 0.0 3.000 0.0 E6 10.6 0.0106 0.0 12.750 0.135 Vel = 2.27 E6 12.10 1.38 0.0 12.250 8.298 K Factor =4.20 to 120.0 0.0 0.0 0.0 E5 22.7 0.0433 0.0 12.250 0.530 Vel = 4.87 E5 12.48 1.38 IT 6.0 6.960 8.828 K Factor =4.20 to 120.0 0.0 6.000 0.0 E 35.18 0.0973 0.0 12.960 1.261 Vel = 7.55 E 38.15 1.38 1E 3.0 19.540 10.089 to 120.0 1 6.0 9.000 0.0 EX 73.33 0.3786 0.0 28.540 10.805 Vel = 15.73 0.0 73.33 20.894 K Factor = 16.04 Jl 1.40 1.442 1E 3.716 19.920 25.898 to 120.0 0.0 3.716 0.0 J9A 1.4 0.0002 0.0 23.636 0.005 Vel = 0.28 J9A 0.0 1.442 0.0 23.130 25.903 to 120.0 0.0 0.0 0.0 J8 1.4 0.0002 0.0 23.130 0.005 Vel = 0.28 0.0 1.40 25.908 K Factor = 0.28 Ji -1.40 1.442 0.0 8.500 25.898 to 120.0 0.0 0.0 0.0 AA -1.4 -0.0002 0.0 8.500 -0.002 Vel = 0.28 AA 0.0 1.442 0.0 1.710 25.896 to 120.0 0.0 0.0 0.0 J2 -1.4 0.0 0.0 1.710 0.0 Vel = 0.28 J2 0.0 1.442 21 14.864 71.500 25.896 to 120.0 0.0 14.864 0.0 J3 -1.4 -0.0002 0.0 86.364 -0.017 Vel = 0.28 J3 0.0 1.442 0.0 23.130 25.879 to 120.0 0.0 0.0 0.0 J4 -1.4 -0.0002 0.0 23.130 -0.005 Vel = 0.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIAFIRE PROT. Page 6 Marbrisa Villa #61 Elevator Roof Date 9-12-16 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 -1.40 25.874 K Factor= -0.28 J6 -32.65 1.442 0.0 10.210 24.185 to 120.0 0.0 0.0 0.0 J5 -32.65 -0.0685 0.0 10.210 -0.699 Vel = 6.41 J5 0.0 1.442 IT 7.432 30.460 23.486 to 120.0 0.0 7.432 0.0 EX -32.65 -0.0684 0.0 37.892 -2.592 Vel = 6.41 EX 73.33 1.442 IT 7.432 41.040 20.894 to 120.0 0.0 7.432 0.0 J4 40.68 0.1027 0.0 48.472 4.980 Vel = 7.99 0.0 40.68 25.874 K Factor = 8.00 J6 32.65 1.442 0.0 10.620 24.185 to 120.0 0.0 0.0 0.0 J7 32.65 0.0684 0.0 10.620 0.726 Vet = 6.41 J7 0.0 1.442 IT 7.432 7.130 24.911 to 120.0 0.0 7.432 0.0 J8 32.65 0.0685 0.0 14.562 0.997 Vet = 6.41 J8 1.40 1.442 0.0 2.960 25.908 to 120.0 0.0 0.0 0.0 J9 34.05 0.0736 0.0 2.960 0.218 Vet = 6.69 J9 0.0 1.442 1E 3.716 7.880 26.126 to 120.0 IT 7.432 11.148 0.0 TR1 34.05 0.0739 0.0 19.028 1.407 Vet = 6.69 TR1 0.0 1.442 2E 7.432 9.960 27.533 to 120.0 IT 7.432 24.774 6.032 * Fixed loss = 3 FL4A 34.05 0.0739 1G 1.239 34.734 2.568 Vet = 6.69 lFsp 0.0 IS 8.671 0.0 34.05 36.133 K Factor = 5.66 J4 39.28 1.442 1E 3.716 4.130 25.874 to 120.0 0.0 3.716 0.0 TR 39.28 0.0964 0.0 7.846 0.756 Vet = 7.72 TR 0.0 1.38 2E 6.0 9.250 26.630 to 120.0 IT 6.0 20.000 6.032 * Fixed loss = 3 FL4 39.28 0.1192 1G 1.0 29.250 3.488 Vet = 8.43 lFsp 0.0 IS 7.0 0.0 39.28 36.150 K Factor= 6.53 FL4A 34.05 4.26 0.0 10.000 36.133 to 120.0 0.0 0.0 2.382 FL3A 34.05 0.0004 0.0 10.000 0.004 Vet = 0.77 0.0 34.05 38.519 K Factor = 5.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 * Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Marbrisa Villa #61, Elevator Roof Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FL4 39.28 4.26 0.0 10.000 36.150 to 120.0 0.0 0.0 2.382 FL3 39.28 0.0005 0.0 10.000 0.005 Vel = 0.88 0.0 39.28 38.537 K Factor = 6.33 FBA 34.05 4.26 0.0 15.750 38.519 to 120.0 0.0 0.0 8.770 W 34.05 0.0004 0.0 15.750 0.006 Vel = 0.77 W 0.0 4.26 1E 13.167 4.000 47.295 to 120.0 IT 26.334 39.501 -0.108 Wi 34.05 0.0004 0.0 43.501 0.017 Vel = 0.77 Wi 0.0 4.26 IT 26.334 93.960 47.204 to 120.0 0.0 26.334 0.0 Xi 34.05 0.0004 0.0 120.294 0.045 Vel = 0.77 0.0 34.05 47.249 K Factor = 4.95 FL3 39.28 4.26 1 26.334 15.500 38.537 to 120.0 0.0 26.334 8.662 X 39.28 0.0005 0.0 41.834 0.021 Vel = 0.88 X 0.0 4.26 1 13.167 19.500 47.220 to 120.0 1 26.334 39.501 0.0 Xl 39.28 0.0005 0.0 59.001 0.029 Vel = 0.88 Xl 34.05 4.26 1E 13.167 14.250 47.249 to 120.0 0.0 13.167 0.0 FTR 73.33 0.0016 0.0 27.417 0.043 Vel = 1.65 FTR 0.0 4.26 lFsp 0.0 7.000 47.292 to 120.0 IS 28.968 28.968 6.032 *Fixed loss ..3 BR 73.33 0.0016 0.0 35.968 0.056 Vel = 1.65 BR 0.0 4.1 1E 14.534 2.500 53.380 to 140.0 0.0 14.534 0.0 BRX 73.33 0.0014 0.0 17.034 0.024 Vel = 1.78 BRX 0.0 4.1 1E 14.534 2.000 53.404 to 140.0 0.0 14.534 0.866 AG 73.33 0.0015 0.0 16.534 0.024 Vel = 1.78 AG 0.0 4.1 1E 14.534 17.500 54.294 to 140.0 0.0 14.534 1.516 UG 73.33 0.0014 0.0 32.034 0.045 Vel = 1.78 UG 0.0 3.63 1E 9.126 6.500 55.855 to 150.0 1G 1.825 10.951 0.0 UGX 73.33 0.0022 0.0 17.451 0.039 Vel = 2.27 UGX 99.99 5.35 IT 24.609 202.500 55.894 Qa = 100 to 150.0 0.0 24.609 0.0 UG3 173.32 0.0017 0.0 227.109 0.381 Vel = 2.47 UG3 0.0 5.35 2E 22.969 22.000 56.275 to 150.0 IT 24.609 47.578 0.0 UG2 173.32 0.0017 0.0 69.578 0.116 Vel = 2.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Marbrisa Villa #61, Elevator Roof Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 0.0 6.16 2E 45.637 6.000 56.391 to 150.0 0.0 45.637 -2.599 BD 173.32 0.0009 0.0 51.637 0.044 Vel = 1.87 BD 0.0 6.16 IZaf 0.0 3.000 53.836 to 140.0 0.0 0.0 3.405 * Fixed loss = 3.405 BS 173.32 0.0010 0.0 3.000 0.003 Vel = 1.87 BS 0.0 6.16 2E 40.168 6.000 57.244 to 140.0 0.0 40.168 2.599 UG1 173.32 0.0010 0.0 46.168 0.044 Vel = 1.87 UG1 0.0 5.35 1E 11.484 22.000 59.887 to 150.0 1G 2.461 38.554 -1.299 CTY 173.32 0.0017 iT 24.609 60.554 0.101 Vel = 2.47 0.0 173.32 58.689 K Factor = 22.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AS 1 60239 578 MARBRISA CR Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name : Marbrisa Resort- Villa 61 (Attic) Building : FP-5 Location : 1578 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract N/A Data File : Villa #61 ATTIC CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort- Villa 61 (Attic) Date 9-12-16 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 61 (ATTIC CALC.) Location: 1578 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-5 Date: 9-12-16 Design Remote area number: N/A Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 962 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 13 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 285.07 -GPM @ 71.25 - Psi Type of system: WET SYSTEM Volume of dry orpreaction system: N/A - Gal Water supply information Date: 8-19-16 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 Resort- Villa 61 (Attic) Date 9-12-16 City Water Supply: Demand: Cl - Static Pressure : 90 Dl - Elevation : 18.190 C2 - Residual Pressure: 18 D2 - System Flow : 185.066 C2 - Residual Flow : 5561 D2 - System Pressure : 71.249 Hose(Adj City) Hose ( Demand) : 100 D3 - System Demand : 285.066 Safety Margin : 18.456 150 140 130 p120 R11° Cl E100 90 D2 - 80 u 70 R60 - E5° 40 - 20 30 C2 : ______ 750 1500 2250 3000 3750 4500 5250 6000 6750 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 61 (Attic) Date 9-12-16 Fitting Legend Abbrev. Name % 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 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 / Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbrisa Resort- Villa 61 (Attic) Date 9-12-16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. Si 42.0 4.2 8.16 na 12.0 0.1 120 7.0 S4 42.0 4.2 8.39 na 12.17 0.1 120 7.0 JX 42.0 8.81 na S2 42.0 4.2 8.77 na 12.44 0.1 120 7.0 S3 42.0 4.2 9.26 na 12.78 0.1 120 7.0 S5 42.0 4.2 10.49 na 13.6 0.1 120 7.0 S6 42.0 4.2 10.45 na 13.58 0.1 120 7.0 S7 42.0 4.2 10.57 na 13.65 0.1 120 7.0 S8 42.0 4.2 14.03 na 15.73 0.1 120 7.0 S9 42.0 4.2 14.28 na 15.87 0.1 120 7.0 S10 42.0 4.2 13.73 na 15.56 0.1 120 7.0 Sli 42.0 4.2 14.29 na 15.87 0.1 120 7.0 S12 42.0 4.2 14.19 na 15.82 0.1 120 7.0 S13 42.0 4.2 14.48 na 15.98 0.1 120 7.0 Ji 42.0 11.25 na J9A 42.0 14.25 na J1A 42.0 11.21 na J2 42.0 11.25 na J3 42.0 21.75 na J6 42.0 14.94 na J5 42.0 15.11 na J7 42.0 15.14 na J8 42.0 17.2 na J9 42.0 18.63 na TR1 42.0 27.82 na J4 42.0 24.56 na TR 42.0 28.15 na FL4A 35.0 47.04 na FL4 35.0 47.35 na FL3A 29.5 49.45 na W 9.25 58.26 na Wi 9.5 58.26 na FL3 29.5 49.75 na X 9.5 58.45 na Xl 9.5 58.59 na FTR 9.5 59.05 na BR 2.5 65.4 na BRX 2.5 65.53 na AG 0.5 66.53 na UG -3.0 68.3 na UGX -3.0 68.51 na UG3 -3.0 68.94 na 100.0 UG2 -3.0 69.24 na BD 3.0 66.75 na BS 3.0 69.58 na UG1 -3.0 72.29 na CTY 0.0 71.25 na The maximum velocity is 19.55 and it occurs in the pipe between nodes TR and FL4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIAFIRE PROT. Page 5 Marbrisa Resort- Villa 61 (Attic) Date 9-12-16 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 12.00 1.049 1E 2.0 5.833 8.163 K Factor =4.20 to 120.0 IT 5.0 7.000 0.0 JX 12.0 0.0506 0.0 12.833 0.649 Vet = 4.45 0.0 12.00 8.812 K Factor = 4.04 S4 12.17 1.049 1E 2.0 1.080 8.393 K Factor =4.20 to 120.0 IT 5.0 7.000 0.0 JX 12.17 0.0519 0.0 8.080 0.419 Vet = 4.52 JX 12.00 1.049 IT 5.0 8.000 8.812 to 120.0 0.0 5.000 0.0 AA 24.17 0.1847 0.0 13.000 2.401 Vet = 8.97 0.0 24.17 11.213 KFactor= 7.22 S2 12.44 1.049 2E 4.0 5.170 8.767 K Factor =4.20 to 120.0 0.0 4.000 0.0 S3 12.44 0.0541 0.0 9.170 0.496 Vet = 4.62 S3 12.78 1.049 1 5.0 4.920 9.263 K Factor =4.20 to 120.0 0.0 5.000 0.0 Ji 25.22 0.1998 0.0 9.920 1.982 Vet = 9.36 0.0 25.22 11.245 K Factor = 7.52 S5 13.60 1.049 1E 2.0 4.920 10.490 K Factor =4.20 to 120.0 IT 5.0 7.000 0.0 J2 13.6 0.0638 0.0 11.920 0.760 Vet = 5.05 0.0 13.60 11.250 KFactor= 4.05 S6 13.58 1.049 1 2.0 5.580 10.450 K Factor =4.20 to 120.0 IT 5.0 7.000 0.0 J2 13.58 0.0636 0.0 12.580 0.800 Vet = 5.04 0.0 13.58 11.250 K Factor = 4.05 S7 13.65 1.049 IT 5.0 5.580 10.566 K Factor =4.20 to 120.0 0.0 5.000 0.0 Ji 13.65 0.0642 0.0 10.580 0.679 Vel = 5.07 0.0 13.65 11.245 K Factor = 4.07 S8 15.73 1.049 1 5.0 7.830 14.035 K Factor =4.20 to 120.0 0.0 5.000 0.0 J5 15.73 0.0835 0.0 12.830 1.071 Vet = 5.84 0.0 15.73 15.106 K Factor = 4.05 S9 15.87 1.049 1E 2.0 2.710 14.282 K Factor =4.20 to 120.0 IT 5.0 7.000 0.0 J5 15.87 0.0849 0.0 9.710 0.824 Vet = 5.89 0.0 15.87 15.106 K Factor = 4.08 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 61 (Attic) Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S10 15.56 1.049 1E 2.0 7.833 13.727 K Factor =4.20 to 120.0 1 5.0 7.000 0.0 J6 15.56 0.0818 0.0 14.833 1.213 Vel = 5.78 0.0 15.56 14.940 KFactor= 4.03 Sill 15.87 1.049 iT 5.0 2.710 14.286 K Factor =4.20 to 120.0 0.0 5.000 0.0 J6 15.87 0.0848 0.0 7.710 0.654 Vel = 5.89 0.0 15.87 14.940 KFactor= 4.11 S12 15.82 1.049 iT 5.0 6.330 14.189 K Factor =4.20 to 120.0 0.0 5.000 0.0 J7 15.82 0.0844 0.0 11.330 0.956 Vel = 5.87 0.0 15.82 15.145 K Factor = 4.07 S13 15.98 1.049 1 5.0 2.710 14.482 K Factor =4.20 to 120.0 0.0 5.000 0.0 J7 15.98 0.0860 0.0 7.710 0.663 Vel = 5.93 0.0 15.98 15.145 K Factor = 4.11 J1 45.66 1.442 1E 3.716 19.920 11.245 to 120.0 0.0 3.716 0.0 J9A 45.66 0.1273 0.0 23.636 3.008 Vel = 8.97 J9A 0.0 1.442 0.0 23.130 14.253 to 120.0 0.0 0.0 0.0 J8 45.66 0.1273 0.0 23.130 2.944 Vel = 8.97 0.0 45.66 17.197 K Factor = 11.01 Ji -6.79 1.442 0.0 8.500 11.245 to 120.0 0.0 0.0 0.0 J1A -6.79 -0.0038 0.0 8.500 -0.032 Vel = 1.33 AA 24.16 1.442 0.0 1.710 11.213 to 120.0 0.0 0.0 0.0 J2 17.37 0.0216 0.0 1.710 0.037 Vel = 3.41 J2 27.18 1.442 21 14.864 71.500 11.250 to 120.0 0.0 14.864 0.0 J3 44.55 0.1216 0.0 86.364 10.502 Vel = 8.75 J3 0.0 1.442 0.0 23.130 21.752 to 120.0 0.0 0.0 0.0 J4 44.55 0.1216 0.0 23.130 2.812 Vel = 8.75 0.0 44.55 24.564 K Factor= 8.99 J6 14.99 1.442 0.0 10.210 14.940 to 120.0 0.0 0.0 0.0 J5 14.99 0.0163 0.0 10.210 0.166 Vel = 2.94 J5 31.60 1.442 0.0 71.600 15.106 to 120.0 0.0 0.0 0.0 J4 46.59 0.1321 0.0 71.600 9.458 Vel = 9.15 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 61 (Attic) Date 9-12-16 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 46.59 24.564 K Factor= 9.40 J6 16.45 1.442 0.0 10.620 14.940 to 120.0 0.0 0.0 0.0 J7 16.45 0.0193 0.0 10.620 0.205 Vel = 3.23 J7 31.80 1.442 IT 7.432 7.130 15.145 to 120.0 0.0 7.432 0.0 J8 48.25 0.1409 0.0 14.562 2.052 Vel = 9.48 J8 45.67 1.442 0.0 2.960 17.197 to 120.0 0.0 0.0 0.0 J9 93.92 0.4831 0.0 2.960 1.430 Vel = 18.45 J9 0.0 1.442 1E 3.716 7.880 18.627 to 120.0 IT 7.432 11.148 0.0 TR1 93.92 0.4831 0.0 19.028 9.193 Vel = 18.45 TR1 0.0 1.442 2E 7.432 9.960 27.820 to 120.0 1G 1.239 17.342 6.032 * Fixed loss = 3 FL4A 93.92 0.4832 lFsp 0.0 27.302 13.191 Vel = 18.45 IS 8.671 0.0 93.92 47.043 KFactor= 13.69 J4 91.15 1.442 1E 3.716 4.130 24.564 to 120.0 0.0 3.716 0.0 TR 91.15 0.4572 0.0 7.846 3.587 Vel = 17.91 TR 0.0 1.38 2E 6.0 9.250 28.151 to 120.0 1G 1.0 14.000 6.032 * Fixed loss = 3 FL4 91.15 0.5662 lFsp 0.0 23.250 13.163 Vel = 19.55 15 7.0 0.0 91.15 47.346 KFactor= 13.25 FL4A 93.92 4.26 0.0 10.000 47.043 to 120.0 0.0 0.0 2.382 FL3A 93.92 0.0025 0.0 10.000 0.025 Vel = 2.11 0.0 93.92 49.450 K Factor = 13.36 FL4 91.15 4.26 0.0 10.000 47.346 to 120.0 0.0 0.0 2.382 FL3 91.15 0.0024 0.0 10.000 0.024 Vel = 2.05 0.0 91.15 49.752 KFactor= 12.92 FL3A 93.92 4.26 0.0 15.750 49.450 to 120.0 0.0 0.0 8.770 W 93.92 0.0025 0.0 15.750 0.039 Vel = 2.11 W 0.0 4.26 1E 13.167 4.000 58.259 to 120.0 1 26.334 39.501 -0.108 Wi 93.92 0.0025 0.0 43.501 0.107 Vel = 2.11 Wi 0.0 4.26 IT 26.334 93.960 58.258 to 120.0 1E 13.167 39.501 0.0 Xi 93.92 0.0025 0.0 133.461 0.330 Vel = 2.11 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 61 (Attic) Date 9-12-16 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 93.92 58.588 KFactor= 12.27 FL3 91.15 4.26 0.0 15.500 49.752 to 120.0 0.0 0.0 8.662 X 91.15 0.0023 0.0 15.500 0.036 Vel = 2.05 X 0.0 4.26 1E 13.167 19.500 58.450 to 120.0 iT 26.334 39.501 0.0 Xl 91.15 0.0023 0.0 59.001 0.138 Vel = 2.05 Xl 93.92 4.26 iT 26.334 14.250 58.588 to 120.0 1E 13.167 39.501 0.0 FTR 185.07 0.0087 0.0 53.751 0.466 Vel = 4.17 FTR 0.0 4.26 iFsp 0.0 7.000 59.054 to 120.0 iS 28.968 28.968 6.032 * Fixed loss = 3 BR 185.07 0.0087 0.0 35.968 0.312 Vel = 4.17 BR 0.0 4.1 1E 14.534 2.500 65.398 to 140.0 0.0 14.534 0.0 BRX 185.07 0.0078 0.0 17.034 0.133 Vel = 4.50 BRX 0.0 4.1 1E 14.534 2.000 65.531 to 140.0 0.0 14.534 0.866 AG 185.07 0.0079 0.0 16.534 0.131 Vel = 4.50 AG 0.0 4.1 1 14.534 17.500 66.528 to 140.0 0.0 14.534 1.516 UG 185.07 0.0078 0.0 32.034 0.251 Vel = 4.50 UG 0.0 3.63 1 9.126 6.500 68.295 to 150.0 1G 1.825 10.951 0.0 UGX 185.07 0.0125 0.0 17.451 0.218 Vel = 5.74 UGX 0.0 5.35 iT 24.609 202.500 68.513 to 150.0 0.0 24.609 0.0 UG3 185.07 0.0019 0.0 227.109 0.430 Vel = 2.64 UG3 100.00 5.35 2E 22.969 22.000 68.943 Qa = 100 to 150.0 iT 24.609 47.578 0.0 UG2 285.07 0.0042 0.0 69.578 0.293 Vel = 4.07 UG2 0.0 6.16 2E 45.637 6.000 69.236 to 150.0 0.0 45.637 -2.599 BD 285.07 0.0021 0.0 51.637 0.109 Vel = 3.07 BD 0.0 6.16 iZaf 0.0 3.000 66.746 to 140.0 0.0 0.0 2.830 * Fixed loss = 2.83 BS 285.07 0.0027 0.0 3.000 0.008 Vel = 3.07 BS 0.0 6.16 2E 40.168 6.000 69.584 to 140.0 0.0 40.168 2.599 UG1 285.07 0.0024 0.0 46.168 0.110 Vel = 3.07 UG1 0.0 5.35 1E 11.484 22.000 72.293 to 150.0 1G 2.461 38.554 -1.299 CTY 285.07 0.0042 IT 24.609 60.554 0.255 Vel = 4.07 0.0 285.07 71.249 K Factor= 3377 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 61 (Attic) Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AS 1 60239 578 MARBRISA C - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name : Marbrisa Villa #61- West Standpipe Building : FP-4 Location : 1578 Marbrisa Circle, Carlsbad, CA System Contract : N/A Data File : Villa #61 Standpipe Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Villa #61- West Standpipe Date 9-12-16 HYDRAULIC CALCULATIONS for Project name: Marbrisa Resort Villa 61 (Corn b.Standpipe) Location: 1578 Marbrisa Circle, Carlsbad, CA Drawing no: FP-4 Date: 9-12-16 Design Remote area number: Remote area location: STANDPIPE- MOST REMOTE AT 750GPM @175 PSI Occupancy classification: LIGHT HAZARD Density: N/A - Gprn/SqFt Area of application: N/A - SqFt Coverage per sprinkler: N/A - SqFt Type of sprinklers calculated: STANDPIPE No. of sprinklers calculated: N/A In-rack demand: N/A - GPM Hose streams: - GPM Total water required (including hose streams): 750 -GPM Type of system: COMB. WET STANDPIPE Volume of dry or preaction system: N/A - Gal Water supply information Date: 9/9/16 Location: 1578 Marbrisa Circle Source: Carlsbad, CA Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 26542 CORTINA DRIVE, MISSION VIEJO, CA 92691 Phone number: 949-348-9600 Name of designer: DNA Authority ha ving jurisdiction: CITY OF CARLSBAD, CA Notes: (Include peaking information or gridded systems here.) 175-Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Marbrisa Villa #61- West Standpipe Date 9-12-16 City Water Supply: Demand: Cl - Static Pressure : 175 Dl - Elevation : 15.375 C2 - Residual Pressure: 175 D2 - System Flow : 750 C2 - Residual Flow : 750 D2 - System Pressure : 146.206 Hose(Adj City) Hose ( Demand) D3 - System Demand : 750 Safety Margin : 28.794 C2 180 :!± 168 156 - - D2 p 144 R 132 E12° s 108 S 96 u 84 R 72 E 60 48 36 24 12 100 200 300 400 500 600 700 800 900 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIAFIRE PROT. Page 3 Marbrisa Villa #61- West Standpipe Date 9-12-16 Fitting Legend Abbrev. Name 1/2 % 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 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 90FlowthruTee 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 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 #61- West Standpipe Date 9-12-16 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. FH1 32.5 100.0 na 250.0 FH2 22.5 104.48 na 250.0 STi 32.5 103.12 na ST2 22.5 107.61 na W 9.25 114.07 na Wi 9.5 114.89 na Xi 9.5 120.02 na 250.0 FTR 9.5 126.22 na BR 2.5 133.4 na BRX 2.5 135.18 na AG 0.5 137.78 na UG -3.0 141.6 na FDX -3.0 144.85 na FDC -3.0 146.21 na The maximum velocity is 18.23 and it occurs in the pipe between nodes BR and BRX Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Villa #61- West Standpipe Date 9-12-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FM 250.00 2.469 iT 12.0 1.500 100.000 Qa = 250.00 to . 120.0 1G 1.0 13.000 0.0 ST1 250.0 0.2154 0.0 14.500 3.123 Vet = 16.75 0.0 250.00 103.123 KFactor= 24.62 FH2 250.00 2.469 iT 12.0 1.500 104.482 Qa = 250.00 to 120.0 1G 1.0 13.000 0.0 ST2 250.0 0.2154 0.0 14.500 3.124 Vet = 16.75 0.0 250.00 107.606 KFactor= 24.10 ST1 250.00 4.26 0.0 10.000 103.123 to 120.0 0.0 0.0 4.331 ST2 250.0 0.0152 0.0 10.000 0.152 Vet = 5.63 ST2 250.00 4.26 0.0 13.250 107.606 to 120.0 0.0 0.0 5.739 W 500.0 0.0545 0.0 13.250 0.722 Vel = 11.25 W 0.0 4.26 1E 13.167 4.000 114.067 to 120.0 0.0 13.167 -0.108 Wi 500.0 0.0545 0.0 17.167 0.935 Vet = 11.25 Wi 0.0 4.26 0.0 93.960 114.894 to 120.0 0.0 0.0 0.0 Xi 500.0 0.0545 0.0 93.960 5.122 Vet = 11.25 Xl 250.00 4.26 1 13.167 14.250 120.016 Qa= 250.00 to 120.0 iT 26.334 39.501 0.0 FTR 750.0 0.1154 0.0 53.751 6.205 Vet = 16.88 FTR 0.0 4.26 1S 28.968 7.000 126.221 to 120.0 0.0 28.968 3.032 BR 750.0 0.1154 0.0 35.968 4.151 Vel = 16.88 BR 0.0 4.1 1 14.534 2.500 133.404 to 140.0 0.0 14.534 0.0 BRX 750.0 0.1046 0.0 17.034 1.781 Vet = 18.23 BRX 0.0 4.1 1E 14.534 2.000 135.185 to 140.0 0.0 14.534 0.866 AG 750.0 0.1046 0.0 16.534 1.729 Vet = 18.23 AG 0.0 4.1 iE 14.534 7.500 137.780 to 140.0 0.0 14.534 1.516 UG 750.0 0.1046 0.0 22.034 2.304 Vel = 18.23 UG 0.0 4.1 iT 29.067 2.000 141.600 to 140.0 0.0 29.067 0.0 FDX 750.0 0.1046 0.0 31.067 3.249 Vel = 18.23 FDX 0.0 6.16 iT 48.896 6.000 144.849 to 150.0 1S 52.156 101.052 0.0 FDC 750.0 0.0127 0.0 107.052 1.357 Vel = 8.07 0.0 750.00 146.206 K Factor = 62.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087