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HomeMy WebLinkAbout1582 MARBRISA CIR; ; AS150359; Permit1/2/25, 7:57 AM AS 150359 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS150359 Job Address: 1582 MARBRISACR Status: ISSUED Permit Type: SPRINK Applied 12/15/2015 Parcel No: Approved: 12/21/2015 Lot #: 0 Reference No.: Issued: 12/21/2015 PC #: Inspector: Project Title: VILLA 60 MARBRISA RESORT Applicant: Owner: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE8 27665 FORBES RD LAGUNA NIGUEL, CA 949-348-9600 Fees ($) Add'I Fees ($) Total ($) Balance ($) 213 0 213 0 about:blank 1/1 Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 949-433-3473 Job Name : Marbrisa Resort- Villa 60--Attic Building : FP-5 Location 1582 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File : Villa #60 ATTIC CALC.WXF AS150359 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort- Villa 60--Attic Date 10-2-15 HYDRAULIC CAL CULA TIONS for Project name: MARBRISA RESORT-VILLA 60 (ATTIC CALC.) Location: 1582 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-5 Date: 10-2-15 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): 285.06 -GPM @ 70.91 -Psi Type of system: WET SYSTEM Volume of dry orpreaction system: N/A - Gal Water supply information Date: 8-10-15 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 60--Attic Date 10-2-15 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 18.190 C2 - Residual Pressure: 18 D2 - System Flow : 185.066 C2 - Residual Flow : 2731 D2 - System Pressure : 70.905 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 285.066 Safety Margin : 13.563 150 140 130 p120 R° E 100 90 : s80 ----------- D2 u 70 R 60 E 50 40 30 — C2 20 DI 10 300 600 900 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 60--Attic Date 10-2-15 Fitting Legend Abbrev. Name % % 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 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 60--Attic Date 10-2-15 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 59 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 7.0 311 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 AA 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 68.22 na UGX -3.0 68.55 na UG3 -3.0 68.63 na UG2 -3.0 68.76 na BD 3.0 66.21 na BS 3.0 69.44 na UG1 -3.0 72.09 na CTY 0.0 70.9 na 100.0 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 CALIFORNIA FIRE PROT. Page 5 Marbrisa Resort- Villa 60--Attic Date 10-2-15 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 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 1 2.0 1.080 8.393 K Factor =4.20 to 120.0 1 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 1 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 K Factor = 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 IT 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 1 E 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 K Factor = 4.05 S6 13.58 1.049 1E 2.0 5.580 10.450 K Factor =4.20 to 120.0 1 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 KFactor= 4.05 S7 13.65 1.049 1 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 IT 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 Vel = 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 60--Attic Date 10-2-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's 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 iT 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 SI1 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 KFactor= 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 KFactor= 4.11 Ji 45.66 1.442 iE 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 KFactor= 11.01 Ji -6.79 1.442 0.0 8.500 11.245 to 120.0 0.0 0.0 0.0 AA -6.79 -0.0038 0.0 8.500 -0.032 Vel= 1.33 J1A 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 2T 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 KFactor= 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 60--Attic Date 10-2-15 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 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 Vet = 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 Vet = 18.45 J9 0.0 1.442 1 3.716 7.880 18.627 to 120.0 iT 7.432 11.148 0.0 TRI 93.92 0.4831 0.0 19.028 9.193 Vet = 18.45 TRI 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 Vet = 18.45 is 8.671 0.0 93.92 47.043 K Factor = 13.69 J4 91.15 1.442 1 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 Vet = 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 toss= 3 FL4 91.15 0.5662 lFsp 0.0 23.250 13.163 Vet = 19.55 IS 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 FBA 93.92 0.0025 0.0 10.000 0.025 Vet = 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 Vet = 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 Vet = 2.11 W 0.0 4.26 1 13.167 4.000 58.259 to 120.0 iT 26.334 39.501 -0.108 Wi 93.92 0.0025 0.0 43.501 0.107 Vet = 2.11 Wi 0.0 4.26 1 26.334 93.960 58.258 to 120.0 1 13.167 39.501 0.0 Xi 93.92 0.0025 0.0 133.461 0.330 Vet = 2.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIAFIRE PROT. Page 8 Marbrisa Resort- Villa 60--Attic Date 10-2-15 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 IE 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 Xi 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 1E 14.534 7.500 66.528 to 140.0 0.0 14.534 1.516 UG 185.07 0.0078 0.0 22.034 0.172 Vel = 4.50 UG 0.0 3.63 IT 18.253 6.500 68.216 to 150.0 1G 1.825 20.077 0.0 UGX 185.07 0.0125 0.0 26.577 0.333 Vel = 5.74 UGX 0.0 5.35 0.0 43.330 68.549 to 150.0 0.0 0.0 0.0 UG3 185.07 0.0019 0.0 43.330 0.082 Vel = 2.64 UG3 0.0 5.35 2E 22.969 22.000 68.631 to 150.0 iT 24.609 47.578 0.0 UG2 185.07 0.0019 0.0 69.578 0.131 Vel = 2.64 UG2 0.0 6.16 2E 45.637 6.000 68.762 to 150.0 0.0 45.637 -2.599 BD 185.07 0.0010 0.0 51.637 0.050 Vel = 1.99 BD 0.0 6.16 iZaf 0.0 3.000 66.213 to 140.0 0.0 0.0 3.225 * Fixed loss = 3.225 BS 185.07 0.0010 0.0 3.000 0.003 Vel = 1.99 BS 0.0 6.16 2E 40.168 6.000 69.441 to 140.0 0.0 40.168 2.599 UGi 185.07 0.0011 0.0 46.168 0.050 Vel = 1.99 UGi 0.0 5.35 1E 11.484 22.000 72.090 to 150.0 iG 2.461 38.554 -1.299 CTY 185.07 0.0019 iT 24.609 60.554 0.114 Vel = 2.64 100.00 Qa= 100.00 285.07 70.905 K Factor = 33.85 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 60--Attic Date 10-2-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r.~M.rLl~'Mv - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 949-433-3473 Job Name Marbrisa Resort- Villa 60--Attic Building : FP-5 Location : 1582 MARBRISA CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File : Villa #60 ATTIC CALC.WXF ASIS0359 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort- Villa 60--Attic Date 10-2-15 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 60 (ATTIC CALC.) Location: 1582 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-5 Date: 10-2-15 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): 285.06 -GPM © 70.91 -Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 8-10-15 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 CALIFORNIAFIRE PROT. Page 2 Marbrisa Resort- Villa 60--Attic Date 10-2-15 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 18.190 C2 - Residual Pressure: 18 D2 - System Flow : 185.066 C2 - Residual Flow : 2731 D2 - System Pressure : 70.905 Hose(Adj City) Hose ( Demand) : 100 D3 - System Demand : 285.066 Safety Margin : 13.563 150 140 130 p120 R11° E10° S S 90 61 80 02 U 70 I R6° E 50 40 — 30 _ 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 CALIFORNIAFIRE PROT. Page 3 Marbrisa Resort- Villa 60-Athc Date 10-2-15 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 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 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 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 I Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbrisa Resort- Villa 60--Attic Date 10-2-15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 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 Sill 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 68.22 na UGX -3.0 68.55 na UG3 -3.0 68.63 na UG2 -3.0 68.76 na BD 3.0 66.21 na BS 3.0 69.44 na UG1 -3.0 72.09 na CTY 0.0 70.9 na 100.0 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 CALIFORNIA FIRE PROT. Page 5 Marbrisa Resort- Villa 60--Attic Date 10-2-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Si 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 Vel = 4.45 0.0 12.00 8.812 K Factor = 4.04 54 12.17 1.049 1E 2.0 1.080 8.393 K Factor =4.20 to 120.0 1 5.0 7.000 0.0 JX 12.17 0.0519 0.0 8.080 0.419 Vel = 4.52 JX 12.00 1.049 1 5.0 8.000 8.812 to 120.0 0.0 5.000 0.0 JIA 24.17 0.1847 0.0 13.000 2.401 Vel = 8.97 0.0 24.17 11.213 K Factor = 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 Vel = 4.62 S3 12.78 1.049 IT 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 Vel = 9.36 0.0 25.22 11.245 K Factor = 7.52 35 13.60 1.049 1 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 Vel = 5.05 0.0 13.60 11.250 KFactor= 4.05 S6 13.58 1.049 1 E 2.0 5.580 10.450 K Factor = 4.20 to 120.0 1 5.0 7.000 0.0 J2 13.58 0.0636 0.0 12.580 0.800 Vel = 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 KFactor= 4.07 S8 15.73 1.049 IT 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 Vel = 5.84 0.0 15.73 15.106 K Factor = 4.05 S9 15.87 1.049 1 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 Vel = 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 60--Attic Date 10-2-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn S10 15.56 1.049 1E 2.0 7.833 13.727 K Factor =4.20 to 120.0 11 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 Sil 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 KFactor= 4.07 S13 15.98 1.049 IT 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 KFactor= 4.11 Ji 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 KFactor= 11.01 JI -6.79 1.442 0.0 8.500 11.245 to 120.0 0.0 0.0 0.0 JIA -6.79 -0.0038 0.0 8.500 -0.032 Vel = 1.33 JIA 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 2T 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 60--Attic Date 10-2-15 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 1 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 TRI 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 IG 1.239 17.342 6.032 * Fixed loss= 3 FL4A 93.92 0.4832 IFsp 0.0 27.302 13.191 Vel = 18.45 is 8.671 0.0 93.92 47.043 K Factor = 13.69 J4 91.15 1.442 1 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 is 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 1 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 1 26.334 93.960 58.258 to 120.0 1 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 60--Attic Date 10-2-15 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 K Factor = 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 1 13.167 19.500 58.450 to 120.0 11 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 1 26.334 14.250 58.588 to 120.0 1E 13.167 39.501 0.0 FIR 185.07 0.0087 0.0 53.751 0.466 Vel = 4.17 FTR 0.0 4.26 lFsp 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 7.500 66.528 to 140.0 0.0 14.534 1.516 UG 185.07 0.0078 0.0 22.034 0.172 Vel = 4.50 UG 0.0 3.63 iT 18.253 6.500 68.216 to 150.0 1G 1.825 20.077 0.0 UGX 185.07 0.0125 0.0 26.577 0.333 Vel = 5.74 UGX 0.0 5.35 0.0 43.330 68.549 to 150.0 0.0 0.0 0.0 UG3 185.07 0.0019 0.0 43.330 0.082 Vel = 2.64 UG3 0.0 5.35 2E 22.969 22.000 68.631 to 150.0 11 24.609 47.578 0.0 UG2 185.07 0.0019 0.0 69.578 0.131 Vel = 2.64 UG2 0.0 6.16 2E 45.637 6.000 68.762 to 150.0 0.0 45.637 -2.599 BD 185.07 0.0010 0.0 51.637 0.050 Vel = 1.99 BD 0.0 6.16 lZaf 0.0 3.000 66.213 to 140.0 0.0 0.0 3.225 * Fixed loss = 3.225 BS 185.07 0.0010 0.0 3.000 0.003 Vel = 1.99 BS 0.0 6.16 2E 40.168 6.000 69.441 to 140.0 0.0 40.168 2.599 UGl 185.07 0.0011 0.0 46.168 0.050 Vel = 1.99 UG1 0.0 5.35 1E 11.484 22.000 72.090 to 150.0 IG 2.461 38.554 -1.299 CTY 185.07 0.0019 11 24.609 60.554 0.114 Vel = 2.64 100.00 Qa = 100.00 285.07 70.905 K Factor = 33.85 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 60--Attic Date 10-2-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087