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HomeMy WebLinkAbout1573 MARBRISA CIR; ; AS150010; Permit5/30/25,11:55 AM AS150010 Permit Data City of Carlsbad Sprinkler Permit Job Address: 1573 MARBRISA CR Permit Type: SPRINK Parcel No: 2111311200 Lot #: 0 Reference No.: Permit No: ASI500I0 Status: ISSUED Applied 1/16/2015 Approved: 1/21/2015 Issued: 1/21/2015 PC #: Inspector: Project Title: MARBRISA VILLA 65 INSTALLATION OF NEW 13R FIRE SPRINKLER SYSTEM IN NEW 3-STORY RESIDENTIAL BUILDING. 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 210 0 210 0 about:blank 1/1 r.w.ail~wv Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 1) 14: - Q -, O t5a >c QC (I) 4: c_ C6 c) 2 M Cc L — 0-0 Job Name : Marbrisa Resort Villa 65-4 HEAD CALC Building : FP-2 Location : 1573 MARBRISA CIRCLE, CARLSBAD, CA 92008 System : N/A Contract : N/A Data File : Villa 654 HEAD CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4s '0' 10 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort Villa 65-4 HEAD CALC Date 12-18-14 HYDRAULIC CALCULATIONS for Project name: 1 Marbrisa Resort Villa 65 (4 HEAD CALC) Location: 1573 MARBRISA CIRCLE, CARLSBAD, CA 92008 Drawing no: FP-2 Date: 12-18-14 Design Remote area number: N/A Remote area Iocatioh: 4 HEAD CALC Occupancy classification: LIGHT HAZARD Density: .10-Gpm/SqFt Area of application: ENTIRE AREA - SqFt Coverage per sprinkler: 196- SqFt Type of sprinklers calculated: RESIDENTIAL CONCEALED SPRK. No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 100 - GPM Total water required (including hose streams): 179.02 -GPM © 61.44- Psi Type of system: WET SYS. Volume of dry or preaction system: N/A - Gal Water supply information Date: 10-10-14 Location: AT SITE Source: SOCAL FIRE PREVENTION, INC. Name of contractor: SOUTHERN CALIFORNIA FIRE PROT. Address: 27665 FORBES RD. /SUITE 8/ LAGUNA NIGUEL, CA 92677 Phone number: 949378 9600 Name of designer: D.N.A. Authority having 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 65-4 HEAD CALC Date 12-18-14 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 7.579 C2 - Residual Pressure: 18 D2 - System Flow : 79.017 C2 - Residual Flow : 2731 D2 - System Pressure : 61.535 Hose (Adj City) Hose (Demand) : 100 D3 - System Demand : 179.017 Safety Margin : 23.528 150 140 130 p120 R11° 61 E10° S 90 S 80 U° 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 Resort Villa 65-4 HEAD CALC Date 12-18-14 Fitting Legend Abbrev. Name 1/2 % 1 13'4 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 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 R CPVCCouplingTee - 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 Resort Villa 65-4 HEAD CALC Date 12-18-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SI 17.5 4.9 16.0 na 19.6 0.1 196 7.0 S2 17.5 4.9 16.19 na 19.72 0.1 196 7.0 S3 17.5 4.9 16.69 na 20.02 0.1 196 7.0 S4 17.5 4.9 16.13 na 19.68 0.1 196 7.0 1 19.0 17.07 na 2 19.0 17.28 na 3 19.0 17.83 na 4 19.0 17.21 na Y 19.0 37.67 na 5X 19.0 20.51 na 5A 19.0 20.32 na 5 19.0 22.31 na 6 19.0 26.59 na 7 19.0 33.51 na 10 19.0 42.4 na 9 19.0 42.4 na 8 19.0 42.4 na YI 19.0 42.4 na SR 19.25 43.5 na B2 8.5 48.42 na TRI 29.5 38.47 na TR2 27.5 39.33 na Y2 19.25 42.91 na BR2 8.5 48.17 na X 8.5 49.28 na Z 8.5 48.17 na BI 8.5 49.62 na B3 8.5 49.41 na B4 8.5 49.91 na B5 8.5 50.03 na BR 1.0 56.37 na AG 0.5 56.62 na UG -3.0 58.18 na UGS -3.0 58.23 na UG4 -3.0 58.29 na UG3 -3.0 58.32 na UG2 -3.0 58.33 na BD 3.0 55.74 na BS 3.0 60.14 na UG1 0.0 61.45 na 100.0 CTY 0.0 61.54 na The madmum velocity is 16.3 and it occurs in the pipe between nodes Y and Y2 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 65-4 HEAD CALC Date 12-18-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SI 19.60 0.874 IN 7.0 1.500 16.000 K Factor =4.90 to 150.0 0.0 7.000 -0.650 1 19.6 0.2019 0.0 8.500 1.716 Vel = 10.48 0.0 19.60 17.066 K Factor = 4.74 S2 19.72 0.874 IN 7.0 1.500 16.192 K Factor = 4.90 to 150.0 0.0 7.000 -0.650 2 19.72 0.2040 0.0 8.500 1.734 Vel = 10.55 0.0 19.72 17.276 K Factor = 4.74 S3 20.02 0.874 1 7.0 1.500 16.694 K Factor =4.90 to 150.0 0.0 7.000 -0.650 3 20.02 0.2099 0.0 8.500 1.784 Vel = 10.71 0.0 20.02 17.828 K Factor = 4.74 S4 19.68 0.874 IN 7.0 1.500 16.130 K Factor =4.90 to 150.0 0.0 7.000 -0.650 4 19.68 0.2034 0.0 8.500 1.729 Vel = 10.52 0.0 19.68 17.209 K Factor = 4.74 1 19.60 0.874 IN 7.0 6.130 17.066 to 150.0 10 3.0 10.000 0.0 5A 19.6 0.2017 0.0 16.130 3.254 Vel = 10.48 0.0 19.60 20.320 K Factor = 4.35 2 19.72 0.874 1 7.0 4.920 17.276 to 150.0 10 3.0 10.000 0.0 5A 19.72 0.2040 0.0 14.920 3.044 Vel = 10.55 0.0 S 19.72 20.320 K Factor = 4.37 3 20.02 0.874 1 7.0 2.790 17.828 to 150.0 10 3.0 10.000 0.0 5X 20.02 0.2099 0.0 12.790 2.684 Vel = 10.71 0.0 20.02 20.512 K Factor = 4.42 4 19.68 0.874 1 7.0 6.250 17.209 to 150.0 10 3.0 10.000 0.0 5X 19.68 0.2033 0.0 16.250 3.303 Vel = 10.52 0.0 19.68 20.512 KFactor= 4.35 V 48.37 1.101 IN 7.0 3.330 37.670 to 150.0 10 5.0 12.000 -0.108 Y2 48.37 0.3486 0.0 15.330 5.344 Vel = 16.30 0.0 48.37 42.906 KFactor= 7.38 V -48.37 1.101 4R 4.0 45.210 37.670 to 150.0 0.0 4.000 0.0 5X -48.37 -0.3487 0.0 49.210 -17.158 Vel = 16.30 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Resort Villa 65-4 HEAD CALC Date 12-18-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5X 39.70 1.101 IR 1.0 12.250 20.512 to 150.0 0.0 1.000 0.0 5A -8.67 -0.0145 0.0 13.250 -0.192 Vet = 2.92 5A 39.31 1.101 IN 7.0 6.250 20.320 to 150.0 0.0 7.000 0.0 5 30.64 0.1499 0.0 13.250 1.986 Vel = 10.33 5 0.0 1.101 IN 7.0 21.583 22.306 to 150.0 0.0 7.000 0.0 6 30.64 0.1498 0.0 28.583 4.282 Vet = 10.33 6 0.0 1.101 4R 4.0 28.210 26.588 to 150.0 2N 14.0 18.000 0.0 7 30.64 0.1498 0.0 46.210 6.924 Vet = 10.33 7 0.0 1.101 20 10.0 45.290 33.512 to 150.0 4R 4.0 14.000 0.0 Yl 30.64 0.1498 0.0 59.290 8.883 Vet = 10.33 0.0 30.64 42.395 KFactor= 4.71 10 0.0 1.101 IN 7.0 21.790 42.395 to 150.0 0.0 7.000 0.0 9 0.0 0.0 0.0 28.790 0.0 Vet = 0 9 0.0 1.101 10 5.0 19.000 42.395 to 150.0 2R 2.0 7.000 0.0 8 0.0 0.0 0.0 26.000 0.0 Vet = 0 8 0.0 1.101 10 5.0 56.460 42.395 to 150.0 6R 6.0 25.000 0.0 Yl 0.0 0.0 2N 14.0 81.460 0.0 Vet = 0 Yl 30.64 1.101 10 5.0 3.130 42.395 to 150.0 0.0 5.000 -0.108 SR 30.64 0.1498 0.0 8.130 1.218 Vet = 10.33 SR 0.0 2.157 1E 6.153 12.000 43.505 to 120.0 IT 12.307 18.460 4.656 B2 30.64 0.0086 0.0 30.460 0.261 Vet = 2.69 B2 35.35 2.157 IN 11.0 3.130 48.422 to 120.0 10 10.0 21.000 0.0 X 65.99 0.0354 0.0 24.130 0.853 Vet = 5.79 0.0 65.99 49.275 K Factor = 9.40 TRI 0.0 2.157 0.0 2.000 38.467 to 120.0 0.0 0.0 0.866 TR2 0.0 0.0 0.0 2.000 0.0 Vet = 0 TR2 0.0 2.157 0.0 9.250 39.333 to 120.0 0.0 0.0 3.573 Y2 0.0 0.0 0.0 9.250 0.0 Vet = 0 Y2 48.37 2.157 iE 6.153 12.000 42.906 to 120.0 IT 12.307 18.460 4.656 BR2 48.37 0.0199 0.0 30.460 0.607 Vet = 4.25 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 65-4 HEAD CALC Date 12-18-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR2 -13.02 2.003 0.0 23.870 48.169 to 150.0 0.0 0.0 0.0 B2 35.35 0.0106 0.0 23.870 0.253 Vet = 3.60 0.0 35.35 48.422 K Factor = 5.08 X 67.15 3.26 2E 18.815 9.420 49.275 to 120.0 0.0 18.815 0.0 B3 67.15 0.0049 0.0 28.235 0.139 Vet = 2.58 0.0 67.15 49.414 KFactor= 9.55 X 3.48 1.101 4T 38.251 83.750 49.275 to 150.0 2E 7.65 45.900 0.0 Bi 3.48 0.0027 0.0 129.650 0.347 Vet = 1.17 0.0 3.48 49.622 K Factor= 0.49 Z 4.63 1.101 6T 57.376 177.500 48.174 to 150.0 2E 7.65 65.026 0.0 X 4.63 0.0045 0.0 242.526 1.101 Vet = 1.56 0.0 4.63 49.275 K Factor = 0.66 Bi 11.87 1.101 0.0 11.160 49.622 to 150.0 0.0 0.0 0.0 B4 11.87 0.0259 0.0 11.160 0.289 Vet = 4.00 0.0 11.87 49.911 K Factor = 1.68 BR2 13.02 2.003 0.0 3.290 48.169 to 150.0 0.0 0.0 0.0 Z 13.02 0.0015 0.0 3.290 0.005 Vet = 1.33 Z -4.63 1.101 10 5.0 94.000 48.174 to 150.0 1 7.0 12.000 0.0 Bi 8.39 0.0137 0.0 106.000 1.448 Vet = 2.83 0.0 8.39 49.622 KFactor= 1.19 B3 67.15 3.26 iT 20.159 72.170 49.414 to 120.0 1E 9.408 29.567 0.0 B4 67.15 0.0049 0.0 101.737 0.497 Vel= 2.58 B4 11.87 3.26 IE 9.408 9.080 49.911 to 120.0 0.0 9.408 0.0 B5 79.02 0.0066 0.0 18.488 0.122 Vet = 3.04 B5 0.0 4.26 1E 13.167 8.000 50.033 to 120.0 lFsp 0.0 42.135 6.248 * Fixed toss = 3 BR 79.02 0.0018 1S 28.968 50.135 0.090 Vet = 1.78 BR 0.0 4.1 1 10.928 5.000 56.371 to 120.0 0.0 10.928 0.217 AG 79.02 0.0021 0.0 15.928 0.034 Vet = 1.92 AG 0.0 4.1 1 14.534 10.000 56.622 to 140.0 0.0 14.534 1.516 UG 79.02 0.0016 0.0 24.534 0.040 Vet = 1.92 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 65- 4 HEAD CALC Date 12-18-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn UG 0.0 4.23 IE 19.223 20.000 58.178 to 150.0 1G 3.845 23.068 0.0 UG5 79.02 0.0012 0.0 43.068 0.053 Vel = 1.80 UG5 0.0 6.09 iF 10.791 292.000 58.231 to 150.0 0.0 10.791 0.0 UG4 79.02 0.0002 0.0 302.791 0.063 Vel = 0.87 UG4 0.0 6.09 iF 10.791 86.000 58.294 to 150.0 iT 46.249 57.040 0.0 UG3 79.02 0.0002 0.0 143.040 0.030 Vel = 0.87 UG3 0.0 6.09 0.0 18.000 58.324 to 150.0 0.0 0.0 0.0 UG2 79.02 0.0002 0.0 18.000 0.004 Vel = 0.87 UG2 0.0 6.16 2E 40.168 7.000 58.328 to 140.0 0.0 40.168 -2.599 BD 79.02 0.0002 0.0 47.168 0.011 Vel = 0.85 BD 0.0 6.16 IZaf 0.0 3.000 55.740 to 140.0 0.0 0.0 4.395 * Fixed loss = 4.395 BS 79.02 0.0003 0.0 3.000 0.001 Vel = 0.85 BS 0.0 6.16 2E 40.168 7.000 60.136 to 140.0 0.0 40.168 1.299 UGI 79.02 0.0002 0.0 47.168 0.010 Vel = 0.85 UG1 100.00 6.09 1 18.997 20.000 61.445 Qa = 100 to 140.0 IG 4.071 63.775 0.0 CTY 179.02 0.0011 IT 40.707 83.775 0.090 Vel = 1.97 0.0 179.02 61.535 K Factor = 22.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087