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1595 MARBRISA CIR; ; AS130148; Permit
1/2/25, 7:32 AM AS 130148 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS130148 Job Address: 1595 MARBRISA CR Status: APPROVED Permit Type: SPRINK Applied 8/20/2013 Parcel No: Approved: 9/3/2013 Lot #: 0 Reference No.: Issued: 9/3/2013 PC #: Inspector: Project Title: MARBRISA VILLA 69 UNDGD FOR 3-STORY HOTEL VILLA (#69) ATTIC AREAS WILL BE FULLY SPRINKLED. THE SPRINKLER SYSTEM IS TO BE CENTRAL STATION MONITORED. Applicant: Owner: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE8 27665 FORBES RD LAGUNA NIGUEL, CA 949-348-9600 Fees( Bal ance($H 297 0 AdI Fees ($)IFR J about:blank 1/1 trm LU C 0 C ss -P.-. 'o LU L c2 0 cc OC 3— -- . 10 - .> a CU 0 Ca r- a c; .>. P— - - - Fire Protection by Computer Design P.W.Lv.~..q SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name : Marbrisa Resort Villa #69-4 HEAD CALC Building : FP-2 Location : 5409 COLUMBUS CIRCLE, CARLSBAD, CA 92008 System : N/A Contract : N/A Data File : Villa #694 HEAD CALC.WXF All Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FILE COPY SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort Villa #69-4 HEAD CALC Date 8-13-13 HYDRAULIC CALCULATIONS for Project name: Marbrisa Resort Villa #69- (4 HEAD CALC) Location: 5409 COLUMBUS CIRCLE, CARLSBAD, CA 92008 Drawing no: FP-2 Date: 7-31-13 Design Remote area number: N/A Remote area location: ENTIRE AREA- 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): 79.02 -GPM @ 61.52 -Psi Type of system: WET SYS. Volume of thy orpreaction system: N/A - Gal Water supply information Date: 4-8-13 Location: AT SITE Source: CITY OF CARLSBAD FIRE PREVENTION 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 ha ving jurisdiction: CITY OF CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) N/A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Marbrisa Resort Villa #69- 4 HEAD CALC Date 8-13-13 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 : 2493.3 D2 — System Pressure : 61.546 Hose(Adj City) Hose (Demand) : 100 D3-System Demand : 179.017 Safety Margin : 23.438 150 140 130 p120 R° E10° s 90 : s 80 U 70— R 60 E 50 40 - 30 - ::_z:::::: 20 10 __ ........ .. .. a.... 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIA FIRE PROT. Page 3 Marbrisa Resort Villa #69-4 HEAD CALC Date 8-13-13 Fitting Legend Abbrev. Name Y2 % 1 1% 11/2 2 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 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 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 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 Zat 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 CALIFORNIAFIRE PROT. Page 4 Marbrisa Resort Villa #69-4 HEAD CALC Date 8-13-13 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press 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 Yl 19.0 42.4 na SR 19.25 43.5 na B2 8.5 48.42 na TR1 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 UH -3.0 58.36 na UGI -3.0 58.41 na BD 3.0 55.82 na BS 3.0 60.22 na UG2 0.0 61.53 na CTY 0.0 61.55 na 100.0 The maximum 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 CALIFORNIAFIRE PROT. Page 5 Marbrisa Resort Villa #69- 4 HEAD CALC Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng!s Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pri 51 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 1 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 KFactor= 4.74 1 19.60 0.874 1 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 KFactor= 4.35 2 19.72 0.874 IN 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 19.72 20.320 KFactor= 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 IN 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 Y 48.37 1.101 1 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 K Factor = 7.38 Y -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 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Resort Villa #69- 4 HEAD CALC Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 5X 39.70 1.101 1R 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 Vel = 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 Vet = 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 Vi 30.64 0.1498 0.0 59.290 8.883 Vet = 10.33 0.0 30.64 42.395 K Factor = 4.71 10 0.0 1.101 1 7.0 21.790 42.395 to 150.0 0.0 7.000 0.0 9 0.0 0.0 00 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 Vel = 0 8 0.0 1.101 10 5.0 56.460 42.395 to 150.0 6R 6.0 25.000 0.0 Vi 0.0 0.0 2N 14.0 81.460 0.0 Vet = 0 Vi 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 TR1 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 1E 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 #69- 4 HEAD CALC Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt P1/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 Vel = 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 83 67.15 0.0049 0.0 28.235 0.139 Vel = 2.58 0.0 67.15 49.414 K Factor = 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 Vel = 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 84 11.87 0.0259 0.0 11.160 0.289 Vel = 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 Vel = 1.33 Z -4.63 1.101 10 5.0 94.000 48.174 to 150.0 iN 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 84 67.15 0.0049 0.0 101.737 0.497 Vet = 2.58 84 11.87 3.26 1E 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 loss 3 BR 79.02 0.0018 1S 28.968 50.135 0.090 Vet = 1.78 BR 0.0 4.26 1E 13.167 3.000 56.371 to 120.0 0.0 13.167 0.217 AG 79.02 0.0018 0.0 16.167 0.029 Vet = 1.78 AG 0.0 4.1 1E 14.534 14.000 56.617 to 140.0 0.0 14.534 1.516 UG 79.02 0.0016 0.0 28.534 0.046 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 #69-4 HEAD CALC Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG 0.0 4.23 2E 38.446 70.000 58.179 to 150.0 IG 3.845 80.736 0.0 UH 79.02 0.0012 IT 38.446 150.736 0.186 Vet = 1.80 UH 0.0 6.09 IT 46.249 167.000 58.365 to 150.0 0.0 46.249 0.0 UG1 79.02 0.0002 0.0 213.249 0.044 Vet = 0.87 UGi 0.0 6.16 2E 40.168. 7.000 58.409 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 55.821 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 60.217 to 140.0 0.0 40.168 1.299 UG2 79.02 0.0002 0.0 47.168 0.011 Vel = 0.85 UG2 0.0 6.09 1E 21.583 20.000 61.527 to 150.0 1 4.625 72.457 0.0 CTY 79.02 0.0002 iT 46.249 92.457 0.019 Vet = 0.87 100.00 Qa = 100.00 179.02 - - - - 61.546 K Factor= 22.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design C:i U) '-- Li1 t_J c, Ci >c ()C :i U)U) Lu - c.2 cV 0.. C(' O.- CU 0 . C 171 ,. Folk U. .a.. SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name Marbrisa Resort Villa #69 2nd FL Attic Building : FP-3 Location 5409 COLUMBUS CIRCLE, CARLSBAD, CA System : N/A Contract : N/A Data File : Villa #69 2nd FL Attic Calc2.WXF Computer Programs by Hydratec Inc. Route 111 Aso,a~v: Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Marbrisa Resort Villa #69 2nd FL Attic HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 69 (2nd FL. ATTIC CALC.) Location: 5409 COLUMBUS CIRCLE, CARLSBAD, CA Drawing no: FP-3 Date: 7-31-13 Design Remote area number: N/A Remote area location: 2ND FL. ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: ENTIRE AREA - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT No. of sprinklers calculated: 8 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 111.33-GPM Type of system: WET SYS. Volume of dry orpreaction system: N/A - Gal Water supply information Date: 4-8-2013 Location: AT SITE Source: CARLSBAD FIRE PREVENTION Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 27665 FORBES RD., SUITE 8, LAGUNA NIGUEL, CA 92677 Phone number: 949 378 9600 Name of designer: D.N.A. Authority having jurisdiction: CITY OF CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) N/A Page 1 Date 8-13-13 @ 65.80-Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIAFIRE PROT. Page 2 Marbrisa Resort Villa #69 2nd FL Attic Date 8-13-13 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 8.229 C2 - Residual Pressure: 18 02 - System Flow : 111.328 C2 - Residual Flow : 2493.3 D2 - System Pressure : 65.843 Hose (Adj City) Hose (Demand) : 100 D3-System Demand : 211.328 Safety Margin : 18.954 150 140 130 p120 R° E10° s 90 : s 80 -02 - U 70 60_ R D - - E 50 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 #69 2nd FL Attic Date 8-13-13 Fitting Legend Abbrev. Name % 1 1% 11/2 2 21,4 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow Fsp Flow Switch Potter VSR G Generic Gate Valve N CPVC 90Ell Harvel-Spears 0 CPVC Tee - Branch S Generic Swing Check Valve T 90' Flow thru Tee Zaf Ames 3000SS 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fitting generates a Fixed Loss Based on Flow 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 #69 2nd FL Attic Date 8-13-13 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. Ti 19.0 4.2 10.65 na 13.71 0.1 130 7.0 T2 19.0 4.2 10.11 na 13.36 0.1 130 7.0 T3 19.0 4.2 10.26 na 13.45 0.1 130 7.0 T4 19.0 4.2 '9.85 na 13.18 0.1 130 7.0 T5 19.0 4.2 9.58 na 13.0 0.1 130 7.0 T6 19.0 4.2 12.87 na 15.07 0.1 130 7.0 17 19.0 4.2 12.2 na 14.67 0.1 130 7.0 T8 19.0 4.2 12.57 na 14.89 0.1 130 7.0 AX 19.0 11.7 na A 19.0 11.34 na B 19.0 10.76 na 5C 19.0 10.29 na JW 19.0 13.04 na C 19.0 13.06 na 6A 19.0 13.47 na AD 19.0 14.9 na AJ 19.0 18.45 na JV 19.0 27.85 na JX 19.0 32.68 na Ji 29.5 37.77 na J2 29.5 36.43 na J3 29.5 3619 na J4 29.5 35.86 na J5 29.5 35.76 na J6 29.5 35.19 na J7 29.5 35.19 na J8 29.5 33.76 na J9 29.5 33.76 na J10 29.5 33.46 na JIOA 29.5 33.23 na JY 29.5 32.86 na ill 29.5 32.99 na J12 29.5 33.93 na J13 29.5 34.11 na J14 29.5 34.94 na J15 29.5 35.19 na J16 29.5 35.61 na J16A 29.5 35.93 na JiB 29.5 36.6 na J23 29.5 40.17 na J22 29.5 40.19 na J21 29.5 40.2 na J20 29.5 40.22 na TR 29.5 40.6 na TR3 27.5 41.53 na SR 19.25 45.37 na B2 8.5 50.93 na TR1 29.5 40.67 na TR2 27.5 41.58 na Y2 19.25 45.36 na BR2 8.5 50.7 na X 8.5 52.57 na Z 8.5 50.71 na B 8.5 5325 na B3 8.5 52.83 na B4 8.5 53.77 na 65 8.5 5.40 na BR 1.0 60.42 na AG 0.5 60.69 na UG -3.0 62.3 na UH -3.0 62.65 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Resort Villa #69 2nd FL Attic Date 8-13-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. UG1 -3.0 62.73 na BD 3.0 60.15 na BS 3.0 64.49 na UG2 0.0 65.81 na CTY 0.0 65.84 na 100.0 The maamum velocity is 38.99 and it occurs in the pipe between nodes AJ and JV 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 #69 2nd FL Attic Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ti 13.71 1.08 1E 2.305 4.170 10.654 K Factor =4.20 to 120.0 IT 5.762 8.067 0.0 A 13.71 0.0561 0.0 12.237 0.687 Vel = 4.80 0.0 13.71 11.341 K Factor = 4.07 T2 13.36 1.08 1 2.305 4.040 10.112 K Factor =4.20 to 120.0 1 5.762 8.067 0.0 B 13.36 0.0535 0.0 12.107 0.648 Vel = 4.68 0.0 13.36 10.760 KFactor= 4.07 T3 3.22 1.08 0.0 7.210 10.263 K Factor =4.20 to 120.0 0.0 0.0 0.0 5C 3.22 0.0037 0.0 7.210 0.027 Vel = 1.13 0.0 3.22 10.290 K Factor = 1.00 14 13.18 1.08 1 7.0 1.500 9.847 K Factor =4.20 to 120.0 0.0 7.000 0.0 5C 13.18 0.0521 0.0 8.500 0.443 Vel = 4.62 0.0 13.18 10.290 KFactor= 4.11 T5 13.00 1.08 1E 2.305 5.880 9.580 K Factor = 4.20 to 120.0 IT 5.762 8.067 0.0 5C 13.0 0.0509 0.0 13.947 0.710 Vel = 4.55 0.0 13.00 10.290 K Factor = 4.05 16 6.24 1.08 2T 11.524 3.210 12.870 K Factor =4.20 to 120.0 0.0 11.524 0.0 C 6.24 0.0131 0.0 14.734 0.193 Vel = 2.19 0.0 6.24 13.063 K Factor = 1.73 17 14.67 1.08 IT 5.762 7.710 12.205 K Factor =4.20 to 120.0 0.0 5.762 0.0 C 14.67 0.0637 0.0 13.472 0.858 Vel = 5.14 0.0 14.67 13.063 K Factor = 4.06 18 14.89 1.08 2E 4.61 3.460 12.566 K Factor =4.20 to 120.0 IT 5.762 10.372 0.0 6A 14.89 0.0654 0.0 13.832 0.905 Vel = 5.21 0.0 14.89 13.471 K Factor = 4.06 AX -37.30 1.08 0.0 1.000 11.698 to 120.0 0.0 0.0 0.0 A -37.3 -0.3570 0.0 1.000 -0.357 Vel = 13.06 A 13.71 1.08 0.0 3.790 11.341 to 120.0 0.0 0.0 0.0 B -23.59 -0.1533 0.0 3.790 -0.581 Vel = 8.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIAFIRE PROT. Page 7 Marbrisa Resort Villa #69 2nd FL Attic Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B 13.35 1.08 1E 2.305 7.130 10.760 to 120.0 IT 5.762 8.067 0.0 T3 -10.24 -0.0327 0.0 15.197 -0.497 Vel = 3.59 0.0 -10.24 10.263 K Factor= -3.20 5C 29.40 1.08 IT 5.762 6.170 10.290 to 120.0 0.0 5.762 0.0 JW 29.4 0.2303 0.0 11.932 2.748 Vel= 10.30 JW -38.23 1.08 IT 5.762 1.000 13.038 to 120.0 0.0 5.762 0.0 T6 -8.83 -0.0248 0.0 6.762 -0.168 Vel = 3.09 0.0 -8.83 12.870 KFactor= -2.46 C 20.91 1.08 0.0 3.330 13.063 to 120.0 0.0 0.0 0.0 6A 20.91 0.1225 0.0 3.330 0.408 Vel = 7.32 6A 14.89 1.08 1E 2.305 2.000 13.471 to 120.0 0.0 2.305 0.0 AD 35.8 0.3317 0.0 4.305 1.428 Vel = 12.54 AD 0.0 1.08 IT 5.762 4.960 14.899 to 120.0 0.0 5.762 0.0 AJ 35.8 0.3316 0.0 10.722 3.555 Vel = 12.54 AJ -74.02 1.08 IT 5.762 8.710 18.454 to 120.0 0.0 5.762 0.0 JW -38.22 -0.3742 0.0 14.472 -5.416 Vel = 13.39 0.0 -38.22 13.038 K Factor = -10.58 AJ -37.30 1.08 1E 2.305 16.580 18.454 to 120.0 0.0 2.305 0.0 AX -37.3 -0.3577 0.0 18.885 -6.756 Vel = 13.06 0.0 -37.30 11.698 K Factor =-10.91 AJ 111.33 1.08 1E 2.305 1.170 18.454 to 120.0 0.0 2.305 0.0 JV 111.33 2.7047 0.0 3.475 9.399 Vel = 38.99 JV 0.0 1.682 1E 4.95 10.500 27.853 to 120.0 0.0 4.950 0.0 JX 111.33 0.3127 0.0 15.450 4.831 Vel = 16.07 JX 0.0 1.682 IT 9.9 5.210 32.684 to 120.0 0.0 9.900 -4.548 JY 111.33 0.3127 0.0 15.110 4.725 VeI= 16.07 0.& 111.33 32.861 K Factor = 19.42 JI -53.95 1.682 0.0 16.380 37.774 to 120.0 0.0 0.0 0.0 J2 -53.95 -0.0818 0.0 16.380 -1.340 Vel = 7.79 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 #69 2nd FL Attic Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn J2 0.0 1.682 0.0 3.000 36.434 to 120.0 0.0 0.0 0.0 J3 -53.95 -0.0820 0.0 3.000 -0.246 Vel = 7.79 J3 0.0 1.682 0.0 4.000 36.188 to 120.0 0.0 0.0 0.0 J4 -53.95 -0.0818 0.0 4.000 -0.327 Vel = 7.79 J4 0.0 1.682 0.0 1.170 35.861 to 120.0 0.0 0.0 0.0 J5 -53.95 -0.0821 0.0 1.170 -0.096 Vel = 7.79 J5 0.0 1.682 0.0 7.080 35.765 to 120.0 0.0 0.0 0.0 J7 -53.95. -0.0819 0.0 7.080 -0.580 Vel = 7.79 0.0 -53.95 35.185 K Factor = -9.10 J6 0.0 1.682 11 9.9 0.920 35.185 to 120.0 0.0 9.900 0.0 J7 0.0 0.0 0.0 10.820 0.0 Vel =0 J7 -53.95 1.682 IT 9.9 7.460 35.185 to 120.0 0.0 9.900 0.0 J9 -53.95 -0.0819 0.0 17.360 -1.421 Vel = 7.79 0.0 -53.95 33.764 K Factor = -9.28 J8 0.0 1.682 IT 9.9 7.250 33.764 to 120.0 0.0 9.900 0.0 J9 0.0 0.0 0.0 17.150 0.0 Vel = 0 J9 -53.95 1.682 0.0 3.710 33.764 to 120.0 0.0 0.0 0.0 JIO -53.95 -0.0817 0.0 3.710 -0.303 Vel = 7.79 J10 0.0 1.682 0.0 2.790 33.461 to 120.0 0.0 0.0 0.0 J10A -53.95 -0.0821 0.0 2.790 -0.229 Vel = 7.79 J10A 0.0 1.682 0.0 4.540 33.232 to 120.0 0.0 0.0 0.0 JY -53.95 -0.0817 0.0 4.540 -0.371 Vel = 7.79 JY 111.33 1.682 0.0 1.420 32.861 to 120.0 0.0 0.0 0.0 JII 57.38 0.0915 0.0 1.420 0.130 Vel = 8.29 JII 0.0 1.682 IE 4.95 5.330 32.991 to 120.0 0.0 4.950 0.0 J12 57.38 0.0917 0.0 10.280 0.943 Vel = 8.29 J12 0.0 1.682 0.0 1.960 33.934 to 120.0 0.0 0.0 0.0 J13 57.38 0.0918 0.0 1.960 0.180 Vel = 8.29 J13 0.0 1.682 0.0 9.000 34.114 to 120.0 0.0 0.0. 0.0 J14 57.38 0.0917 0.0 9.000 0.825 Vel = 8.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIAFIRE PROT. Page 9 Marbrisa Resort Villa #69 2nd FL Attic Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes ****** Point Qt Pt/Ft Eqv. Ln. Total Pf Pn J14 0.0 1.682 0.0 2.710 34.939 to 120.0 0.0 0.0 0.0 J15 57.38 0.0919 0.0 2.710 0.249 Vet = 8.29 J15 0.0 1.682 0.0 4.580 35.188 to 120.0 0.0 0.0 0.0 J16 57.38 0.0917 0.0 4.580 0.420 Vet = 8.29 J16 0.0 1.682 0.0 3.540 35.608 to 120.0 0.0 0.0 0.0 J16A 57.38 0.0918 0.0 3.540 0.325 Vet = 8.29 J16A 0.0 1.682 0.0 7.250 35.933 to 120.0 0.0 0.0 0.0 J18 57.38 0.0917 0.0 7.250 0.665 Vet = 8.29 J18 0.0 1.682 iT 9.9 29.540 36.598 to 120.0 0.0 9.900 0.0 J20 57.38 0.0917 0.0 39.440 3.618 Vet = 8.29 0.0 57.38 40.216 K Factor = 9.05 J1 53.95 1.682 1 9.9 19.370 37.774 to 120.0 0.0 9.900 0.0 J23 53.95 0.0819 0.0 29.270 2.396 Vet = 7.79 J23 -2.54 1.682 1 4.95 1.750 40.170 to 120.0 0.0 4.950 0.0 TR1 51.41 0.0749 0.0 6.700 0.502 Vet = 7.42 0.0 51.41 40.672 K Factor = 8.06 J23 2.54 1.682 1E 4.95 61.170 40.170 to 120.0 0.0 4.950 0.0 J22 2.54 0.0003 0.0 66.120 0.019 Vet = 0.37 J22 0.0 1.682 1 4.95 17.790 40.189 to 120.0 0.0 4.950 0.0 J21 2.54 0.0003 0.0 22.740 0.007 Vet = 0.37 J21 0.0 1.682 1 9.9 61.080 40.196 to 120.0 0.0 9.900 0.0 J20 2.54 0.0003 0.0 70.980 0.020 Vet = 0.37 J20 57.37 2.157 2E 12.307 0.710 40.216 to 120.0 0.0 12.307 0.0 TR 59.91 0.0297 0.0 13.017 0.386 Vet = 5.26. TR 0.0 2.157 0.0 2.000 40.602 to 120.0 0.0 0.0 0.866 TR3 59.91 0.0295 0.0 2.000 0.059 Vet = 5.26 TR3 0.0 2.157 0.0 9.250 41.527 to 120.0 0.0 0.0 3.573 SR 59.91 0.0296 0.0 9.250 0.274 Vet = 5.26 SR 0.0 2.157 1E 6.153 12.000 45.374 to 120.0 1 12.307 18.460 4.656 B2 59.91 0.0296 0.0 30.460 0.901 Vet = 5.26 B2 33.89 2.157 IN 11.0 3.130 50.931 to 120.0 10 10.0 21.000 0.0 X 93.8 0.0678 0.0 24.130 1.637 Vet = 8.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 10 Marbrisa Resort Villa #69 2nd FL Attic Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 93.80 52.568 K Factor = 12.94 TRI 51.41 2.157 0.0 2.000 40.672 to 120.0 0.0 0.0 0.866 TR2 51.41 0.0225 0.0 2.000 0.045 Vel = 4.51 TR2 0.0 2.157 0.0 9.250 41.583 to 120.0 0.0 0.0 3.573 Y2 51.41 0.0223 0.0 9.250 0.206 Vel = 4.51 Y2 0.0 2.157 IE 6.153 12.000 45.362 to 120.0 IT 12.307 18.460 4.656 BR2 51.41 0.0223 0.0 30.460 0.679 Vel = 4.51 BR2 -17.52 2.003 0.0 23.870 50.697 to 150.0 0.0 0.0 0.0 82 33.89 0.0098 0.0 23.870 0.234 Vel = 3.45 0.0 33.89 50.931 K Factor = 4.75 X 94.94 3.26 2E 18.815 9.420 52.568 to 120.0 0.0 18.815 0.0 B3 94.94 0.0093 0.0 28.235 0.262 Vel = 3.65 0.0 94.94 52.830 KFactor= 13.06 X 5.01 1.101 41 38.251 83.750 52.568 to 150.0 2E 7.65 45.900 0.0 131 5.01 0.0052 0.0 129.650 0.680 Vel = 1.69 0.0 5.01 53.248 K Factor = 0.69 Z 6.15 1.101 6T 57.376. 177.500 50.707 to 150.0 2E 7.65 65.026 0.0 X 6.15 0.0077 0.0 242.526 1.861 Vel = 2.07 0.0 6.15 52.568 K Factor = 0.85 Bi 16.39 1.101 0.0 11.160 53.248 to 150.0 0.0 0.0 0.0 B4 16.39 0.0471 0.0 11.160 0.526 Vel = 5.52 0.0 16.39 53.774 K Factor = 2.24 BR2 17.53 2.003 0.0 3.290 50.697 to 150.0 0.0 0.0 0.0 Z 17.53 0.0030 0.0 3.290 0.010 Vel = 1.78 Z -6.15 1.101 10 5.0 94.000 50.707 to 150.0 1N 7.0 12.000 0.0 81 11.38 0.0240 0.0 106.000 2.541 Vel = 3.83 0.0 11.38 53.248 KFactor= 1.56 B3 94.94 3.26 1 20.159 72.170 52.830 to 120.0 1E 9.408 29.567 0.0 B4 94.94 0.0093 0.0 101.737 0.944 Vel = 3.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 11 Marbrisa Resort Villa #69 2nd FL Attic Date 8-13-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B4 16.39 3.26 1E 9.408 9.080 53.774 to 120.0 0.0 9.408 0.0 B5 111.33 0.0124 0.0 18.488 0.230 Vel = 4.28 85 0.0 4.26 1 13.167 8.000 54.004 to 120.0 lFsp 0.0 42.135 6.248 *Fixed loss 3 BR 111.33 0.0034 1S 28.968 50.135 0.170 Vel = 2.51 BR 0.0 4.26 1 13.167 3.000 60.422 to 120.0 0.0 13.167 0.217 AG 111.33 0.0033 0.0 16.167 0.054 Vel = 2.51 AG 0.0 4.1 1 14.534 14.000 60.693 to 140.0 0.0 14.534 1.516 UG 111.33 0.0031 0.0 28.534 0.088 Vel = 2.71 UG 0.0 4.23 2E 38.446 70.000 62.297 to 150.0 1G 3.845 80.736 0.0 UH 111.33 0.0023 IT 38.446 150.736 0.349 Vel = 2.54 UH 0.0 6.09 IT 46.249 167.000 62.646 to 150.0 0.0 46.249 0.0 UG1 111.33 0.0004 0.0 213.249 0.084 Vel = 1.23 UGI 0.0 6.16 2E 40.168 7.000 62.730 to 140.0 0.0 40.168 -2.599 BD 111.33 0.0004 0.0 47.168 0.021 Vel = 1.20 BD 0.0 6.16 lZaf 0.0 3.000 60.152. to 140.0 0.0 0.0 4.335 * Fixed loss = 4.335 BS 111.33 0.0003 0.0 3.000 0.001 Vel = 1.20 BS 0.0 6.16 2E 40.168 7.000 64.488 to 140.0 0.0 40.168 1.299 UG2 111.33 0.0004 0.0 47.168 0.020 Vel = 1.20 UG2 0.0 6.09 1E 21.583 20.000 65.807 to 150.0 1G 4.625 72.457 0.0 CTY 111.33 0.0004 IT 46.249 92.457 0.036 Vel = 1.23 100.00 Qa = 100.00 211.33 65.843 K Factor= 26.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I!WA, 'Em - - - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name : Marbrisa Resort Villa #69 / ATTIC Building FP-3 Location : 5409 COLUMBUS CIRCLE, CARLSBAD, CA System N/A Contract : N/A Data File : VilIa#69 Attic5-16-13.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Marbrisa Resort Villa #69 / ATTIC HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-VILLA 69 (ATTIC CALC.) Location: 5409 COLUMBUS CIRCLE, CARLSBAD, CA Drawing no: FP-3 Date: 7-31-13 Design Remote area number: N/A Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 1170 - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: UPRIGHT No. of sprinklers calculated: 22 In-rack demand: N/A - GPM Hose streams: 100-GPM Total water required (including hose streams): 273.02 -GPM Type of system: WET SYS. Volume of thy orpreaction system: N/A - Gal Page 1 Date 7-31-13 @ 79.31 -Psi Water supply information Date: 4-8-2013 Location: AT SITE Source: CARLSBAD FIRE PREVENTION Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 27665 FORBES RD., SUITE 8, LAGUNA NIGUEL, CA 92677 Phone number: 949 378 9600 Name of designer: D.N.A. Authority 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 #69 / ATTIC Date 7-31-13 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 13.210 C2 - Residual Pressure: 18 D2 - System Flow : 273.022 C2 - Residual Flow : 2493.3 D2 - System Pressure : 79.505 Hose (Adj City) Hose (Demand) : 100 D3 - System Demand : 373.022 Safety Margin : 3.986 150 140 130 p120 R° E10° s 9° s80 —ZZ U 70— _ R6 0 1 E 50 40 10 .... ... 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIA FIRE PROT. Page 3 Marbrisa Resort Villa #69 /ATTIC Date 7-31-13 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 Filling 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 CPVC9OEllHarveI-Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 1 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 #69 I ATTIC Date 7-31-13 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. S3 30.5 4.2 11.0 na 13.93 0.1 100 7.0 S4 30.5 4.2 10.89 na 13.86 0.1 100 7.0 S5 30.5 4.2 10.13 na 13.37 0.1 100 7.0 S6 30.5 4.2 9.28 na 12.79 0.1 100 7.0 S7 30.5 4.2 8.97 na 12.58 0.1 100 7.0 S8 30.5 4.2 8.21 na 12.03 0.1 100 7.0 S9 30.5 4.2 8.59 na 12.31 0.1 100 7.0 S1O 30.5 4.2 7.42 na 11.44 0.1 100 7.0 Sill 30.5 4.2 7.44 na 11.45 0.1 100 7.0 S12 30.5 4.2 7.63 na 11.6 0.1 100 7.0 S12A 30.5 4.2 7.86 na 11.77 0.1 100 7.0 S13 30.5 4.2 7.68 na 11.64 0.1 100 7.0 S14 30.5 4.2 7.93 na 11.83 0.1 100 7.0 S15 30.5 4.2 7.0 na 11.11 0.1 100 7.0 S16 30.5 4.2 7.64 na 11.61 0.1 100 7.0 S17 30.5 4.2 8.13 na 11.97 0.1 100 7.0 S18 30.5 4.2 8.4 na 12.17 0.1 100 7.0 S19 30.5 4.2 8.49 na 12.23 0.1 100 7.0 S20 30.5 4.2 9.84 na 13.18 0.1 100 7.0 S21 30.5 4.2 11.1 na 13.99 0.1 100 7.0 S23 30.5 4.2 9.6 na 13.01 0.1 100 7.0 S22 30.5 4.2 9.78 na 13.14 0.1 100 7.0 S22A 29.5 10.74 na Ji 29.5 19.27 na J2 29.5 12.33 na J3 29.5 11.52 na J4 29.5 10.67 na J5 29.5 10.49 na J6 29.5 9.47 na J7 29.5 9.68 na J8 29.5 8.56 na J9 29.5 8.85 na J10 29.5 8.81 na JIOA 29.5 8.81 na ill 29.5 8.81 na J12 29.5 8.92 na J13 29.5 8.94 na J14 29.5 9.18 na J15 29.5 9.39 na J16 29.5 9.9 na J16A 29.5 10.63 na JIB 29.5 12.55 na J23 29.5 31.67 na J22 29.5 31.74 na J21 29.5 31.77 na J20 29.5 31.85 na TR 29.5 33.88 na TR3 27.5 35.06 na SR 19.25 40.08 na B2 8.5 49.49 na TR1 29.5 34.3 na TR2 27.5 35.4 na Y2 19.25 40.05 na BR2 8.5 48.27 na X 8.5 58.09 na Z 8.5 48.32 na Bl 8.5 61.67 na B3 8.5 59.47 na B4 8.5 64.43 na B5 8.5 65.64 na BR 1.0 72.78 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Resort Villa #69 I ATTIC Date 7-31-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. AG 0.5 73.29 na UG -3.0 75.26 na UH -3.0 17.1 na UG1 -3.0 77.54 na BD 3.0 75.05 na BS 3.0 77.91 na UG2 0.0 79.31 na CTY 0.0 79.51 na 100.0 The maomum velocity is 20.48 and it occurs in the pipe between nodes J18 and J20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Resort Villa #69 / ATTIC Date 7-31-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C1,or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn S3 13.93 1.08 2E 4.61 5.250 10.998 K Factor =4.20 to 120.0 iT 5.762 10.372 0.433 J2 13.93 0.0578 0.0 15.622 0.903 Vel = 4.88 0.0 13.93 12.334 K Factor = 3.97 S4 13.86 1.08 2E 4.61 7.330 10.887 K Factor =4.20 to 120.0 iT 5.762 10.372 0.433 J2 13.86 0.0573 0.0 17.702 1.014 Vel = 4.85 0.0 13.86 12.334 K Factor = 3.95 S5 13.37 1.08 1 2.305 4.000 10.128 K Factor =4.20 to 120.0 21 11.524 13.829 0.433 J3 13.37 0.0536 0.0 17.829 0.955 Vel = 4.68 0.0 13.37 11.516 KFactor= 3.94 S6 12.79 1.08 1E 2.305 5.670 9.275 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J4 12.79 0.0494 0.0 19.499 0.964 Vel = 4.48 0.0 12.79 10.672 K Factor = 3.92 S7 12.58 1.08 1E 2.305 8.790 8.969 K Factor =4.20 to 120.0 21 11.524 13.829 0.433 J5 12.58 00479 0.0 2619 1.084 Vel = 4.41 0.0 12.58 10.486 K Factor = 3.88 S8 12.03 1.08 1E 2.305 10.710 8.211 K Factor =4.20 to 120.0 IT 5.762 8.067 0.433 J6 12.03 0.0441 0.0 18.777 0.828 Vel = 4.21 0.0 12.03 9.472 K Factor = 3.91 S9 12.31 1.08 1 2.305 1.620 8.593 K Factor =4.20 to 120.0 11 5.762 8.067 0.433 J6 12.31 0.0460 0.0 9.687 0.446 Vel = 4.31 0.0 12.31 9.472 K Factor = 4.00 S10 11.44 1.08 1E 2.305 9.500 7.420 K Factor =4.20 to 120.0 11 5.762 8.067 0.433 J8 11.44 0.0402 0.0 17.567 0.706 Vel = 4.01 0.0 11.44 8.559 K Factor = 3.91 Sil 11.45 1.08 1E 2.305 3.250 7.438 K Factor =4.20 to 120.0 21 11.524 13.829 0.433 J8 11.45 0.0403 0.0 17.079 0.688 Vel = 4.01 0.0 11.45 8.559 K Factor = 3.91 S12 11.60 1.08 1E 2.305 4.250 7.631 K Factor =4.20 to 120.0 21 11.524 13.829 0.433 J10 11.6 0.0412 0.0 18.079 0.745 Vel = 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 7 Marbrisa Resort Villa #69 I ATTIC Date 7-31-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 11.60 8.809 K Factor= 3.91 S1 2A 11.77 1.08 1E 2.305 4.130 7.856 K Factor =4.20 to 120.0 iT 5.762 8.067 0.433 J10A 11.77 0.0423 0.0 12.197 0.516 Vel= 4.12 0.0 11.77 8.805 K Factor = 3.97 S13 11.64 1.08 1E 2.305 3.000 7.682 K Factor =4.20 to 120.0 21 11.524 13.829 0.433 ill 11.64 0.0415 0.0 16.829 0.699 Vel = 4.08 0.0 11.64 8.814 K Factor = 3.92 S14 11.83 1.08 2T 11.524 2.000 7.929 K Factor =4.20 to 120.0 0.0 11.524 0.433 J13 11.83 0.0427 0.0 13.524 0.578 Vet = 4.14 0.0 11.83 8.940 KFactor= 3.96 S15 11.11 1.08 1 2.305 8.670 7.000 K Factor =4.20 to 120.0 IT 5.762 8.067 0.0 S16 11.11 0.0381 0.0 16.737 0.637 VeI= 3.89 S16 11.61 1.08 IT 5.762 2.000 7.637 K Factor =4.20 to 120.0 0.0 5.762 0.433 J14 22.72 0.1430 0.0 7.762 1.110 Vet = 7.96 0.0 22.72 9.180 KFactor= 7.50 S17 11.97 1.08 1 2.305 5.080 8.129 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J15 11.97 0.0437 0.0 18.909 0.826 Vel = 4.19 0.0 11.97 9.388 K Factor= 3.91 S18 12.17 1.08 1 2.305 9.920 8.401 K Factor =4.20 to 120.0 2T 11.524 13.829 0.433 J16 12.17 0.0451 0.0 23.749 1.070 VeI= 4.26 0.0 12.17 9.904 K Factor = 3.87 S19 12.23 1.08 1E 2.305 7.830 8.486 K Factor =4.20 to 120.0 21 11.524 13.829 0.433 J16 12.23 0.0455 0.0 21.659 0.985 Vel = 4.28 0.0 12.23 9.904 KFactor= 3.89 S20 13.18 1.08 11 5.762 1.000 9.843 K Factor= 4.20 to 120.0 0.0 5.762 0.433 J16A 13.18 0.0522 0.0 6.762 0.353 Vel = 4.62 0.0 13.18 10.629 K Factor = 4.04 S21 13.99 1.08 2E 4.61 7.080 11.096 K Factor =4.20 to 120.0 IT 5.762 10.372 0.433 J18 13.99 0.0583 0.0 17.452 1.017 Vel = 4.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Marbrisa Resort Villa #69 / ATTIC Date 7-31-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 13.99 12.546 K Factor = 3.95 S23 13.01 1.08 2E 4.61 9.230 9.598 K Factor =4.20 to 120.0 0.0 4.610 0.433 S22A 13.01 0.0510 0.0 13.840 0.706 Vel = 4.56 0.0 13.01 10.737 K Factor = 3.97 S22 13.14 1.08 1 2.305 2.000 9.781 K Factor =4.20 to 120.0 IT 5.762 8.067 0.433 S22A 13.14 0.0520 0.0 10.067 0.523 Vel = 4.60 S22A 13.01 1.08 IT 5.762 4.000 10.737 to 120.0 0.0 5.762 0.0 J18 26.15 0.1853 0.0 9.762 1.809 Vel= 9.16 0.0 26.15 12.546 KFactor= 7.38 Ji -131.18 1.682 0.0 16.380 19.272 to 120.0 0.0 0.0 0.0 J2 -131.18 -0.4236 0.0 16.380 -6.938 Vet = 18.94 J2 27.79 1.682 0.0 3.000 12.334 to 120.0 0.0 0.0 0.0 J3 -103.39 -0.2727 0.0 3.000 -0.818 Vel = 14.93 J3 13.36 1.682 0.0 4.000 11.516 to 120.0 0.0 0.0 0.0 J4 -90.03 -0.2110 0.0 4.000 -0.844 Vel = 13.00 J4 12.79 1.682 0.0 1.170 10.672 to 120.0 0.0 0.0 0.0 J5 -77.24 -0.1590 0.0 1.170 -0.186 Vel= 11.15 J5 12.58 1.682 0.0 7.080 10.486 to 120.0 0.0 0.0 0.0 J7 -64.66 -0.1145 0.0 7.080 -0.811 Vel= 9.34 0.0 -64.66 9.675 K Factor = -20.79 J6 24.35 1.682 iT 9.9 0.920 9.472 to 120.0 0.0 9.900 0.0 J7 24.35 0.0188 0.0 10.820 0.203 Vet = 3.52 J7 -64.66 1.682 iT 9.9 7.460 9.675 to 120.0 0.0 9.900 0.0 J9 -40.31 -0.0477 0.0 17.360 -0.828 Vet = 5.82 0.0 -40.31 8.847 K Factor = -13.55 J8 22.90 1.682 1 9.9 7.250 8.559 to 120.0 0.0 9.900 0.0 J9 22.9 0.0168 0.0 17.150 0.288 VeI= 3.31 J9 -40.31 1.682 0.0 3.710 8.847 to 120.0 0.0 0.0 0.0 J10 -17.41 -0.0102 0.0 3.710 -0.038 Vet = 2.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 9 Marbrisa Resort Villa #69 I ATTIC Date 7-31-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn J10 11.60 1.682 0.0 2.790 8.809 to 120.0 0.0 0.0 0.0 JIOA -5.81 -0.0014 0.0 2.790 -0.004 Vet = 0.84 JIOA 11.77 1.682 0.0 5.960 8.805 to 120.0 0.0 0.0 0.0 ill 5.96 0.0015 0.0 5.960 0.009 Vel = 0.86 ill 11.64 1.682 1E 4.95 5.330 8.814 to 120.0 0.0 4.950 0.0 J12 17.6 0.0103 0.0 10.280 0.106 Vet = 2.54 J12 0.0 1.682 0.0 1.960 8.920 to 120.0 0.0 0.0 0.0 J13 17.6 0.0102 0.0 1.960 0.020 Vel = 2.54 J13 11.83 1.682 0.0 9.000 8.940 to 120.0 0.0 0.0 0.0 J14 29.43 0.0267 0.0 9.000 0.240 Vel = 4.25 J14 22.72 1.682 0.0 2.710 9.180 to 120.0 0.0 0.0 0.0 J15 52.15 0.0768 0.0 2.710 0.208 Vel = 7.53 J15 11.97 1.682 0.0 4.580 9.388 to 120.0 0.0 0.0 0.0 J16 64.12 0.1127 0.0 4.580 0.516 Vel = 9.26 J16 24.41 1.682 0.0 3.540 9.904 to 120.0 0.0 0.0 0.0 J16A 88.53 0.2048 0.0 3.540 0.725 Vel = 12.78 J16A 13.17 1.682 0.0 7.250 10.629 to 120.0 0.0 0.0 0.0 J18 101.7 0.2644 0.0 7.250 1.917 Vel = 14.68 J18 40.14 1.682 IT 9.9 29.540 12.546 to 120.0 0.0 9.900 0.0 J20 141.84 0.4895 0.0 39.440 19.305 Vel = 20.48 0.0 141.84 31.851 KFactor= 25.13 Ji 131.18 1.682 IT 9.9 19.370 19.272 to 120.0 0.0 9.900 0.0 J23 131.18 0.4236 0.0 29.270 12.398 Vet = 18.94 J23 -5.34 1.682 1E 4.95 1.750 31.670 to 120.0 0.0 4.950 0.0 TR1 125.84 0.3922 0.0 6.700 2.628 Vet = 18.17 0.0 125.84 34.298 KFactor= 21.49 J23 5.34 1.682 1 4.95 61.170 31.670 to 120.0 0.0 4.950 0.0 J22 5.34 0.0011 0.0 66.120 0.075 Vet = 0.77 J22 0.0 1.682 1E 4.95 17.790 31.745 to 120.0 0.0 4.950 0.0 J21 5.34 0.0011 0.0 22.740 0.026 Vet = 0.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 10 Marbrisa Resort Villa #69 / ATTIC Date 7-31-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. locil or Ftngs Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn J21 0.0 1.682 iT 9.9 61.080 31.771 to 120.0 0.0 9.900 0.0 J20 5.34 0.0011 0.0 70.980 0.080 Vet = 0.77 J20 141.84 2.157 2E 12.307 0.710 31.851 to 120.0 0.0 12.307 0.0 TR 147.18 0.1561 0.0 13.017 2.032 Vel = 12.92 TR 0.0 2.157 0.0 2.000 33.883 to 120.0 0.0 0.0 0.866 TR3 147.18 0.1560 0.0 2.000 0.312 Vet = 12.92 TR3 0.0 2.157 0.0 9.250 35.061 to 120.0 0.0 0.0 3.573 SR 147.18 0.1561 0.0 9.250 1.444 Vel = 12.92 SR 0.0 2.157 1 6.153 12.000 40.078 to 120.0 iT 12.307 18.460 4.656 B2 147.18 0.1561 0.0 30.460 4.754 Vel = 12.92 B2 82.87 2.157 1 11.0 3.130 49.488 to 120.0 10 10.0 21.000 0.0 X 230.05 0.3566 0.0 24.130 8.604 Vet = 20.20 0.0 230.05 58.092 K Factor= 30.18 TRi 125.84 2.157 0.0 2.000 34.298 to 120.0 0.0 0.0 0.866 TR2 125.84 0.1170 0.0 2.000 0.234 Vel = 11.05 TR2 0.0 2.157 0.0 9.250 35.398 to 120.0 0.0 0.0 3.573 Y2 125.84 0.1169 0.0 9.250 1.081 Vel = 11.05 Y2 0.0 2.157 1 6.153 12.000 40.052 to 120.0 iT 12.307 18.460 4.656 BR2 125.84 0.1168 0.0 30.460 3.558 Vel = 11.05 BR2 -42.97 2.003 0.0 23.870 48.266 to 150.0 0.0 0.0 0.0 B2 82.87 0.0512 0.0 23.870 1.222 Vel = 8.44 0.0 82.87 49.488 K Factor= 11.78 X 232.83 3.26 2E 18.815 9.420 58.092 to 120.0 0.0 18.815 0.0 B3 232.83 0.0488 0.0 28.235 1.377 Vet = 8.95 0.0 232.83 59.469 K Factor = 30.19 X 12.28 1.101 4T 38.251 83.750 58.092 to 150.0 2E 7.65 45.900 0.0 Bi 12.28 0.0276 0.0 129.650 3.580 Vel = 4.14 0.0 12.28 61.672 KFactor= 1.56 Z 15.07 1.101 6T 57.376 177.500 48.316 to 150.0 2E 7.65 65.026 0.0 X 15.07 0.0403 0.0 242.526 9.776 Vel = 5.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 11 Marbrisa Resort Villa #69 I ATTIC Date 7-31-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 15.07 58.092 K Factor = 1.98 BI 40.19 1.101 0.0 11.160 61.672 to 150.0 0.0 0.0 0.0 B4 40.19 0.2474 0.0 11.160 2.761 Vel= 13.54 0.0 40.19 64.433 K Factor = 5.01 BR2 42.98 2.003 0.0 3.290 48.266 to 150.0 0.0 0.0 0.0 Z 42.98 0.0152 0.0 3.290 0.050 Vel = 4.38 Z -15.08 1.101 10 5.0 94.000 48.316 to 150.0 IN 7.0 12.000 0.0 BI 27.9 0.1260 0.0 106.000 13.356 Vel = 9.40 0.0 27.90 61.672 K Factor = 3.55 B3 232.83 3.26 iT 20.159 72.170 59.469 to 120.0 1 9.408 29.567 0.0 B4 232.83 0.0488 0.0 101.737 4.964 Vel = 8.95 B4 40.19 3.26 1 9.408 9.080 64.433 to 120.0 0.0 9.408 0.0 B5 273.02 0.0655 0.0 18.488 1.211 Vel = 10.49 B5 0.0 4.26 1E 13.167 8.000 65.644 to 120.0 lFsp 0.0 42.135 6.248 * Fixed loss = 3 BR 273.02 0.0178 1S 28.968 50.135 0.892 Vel = 6.15 BR 0.0 4.26 1E 13.167 3.000 72.784 to 120.0 0.0 13.167 0.217 AG 273.02 0.0178 0.0 16.167 0.288 Vel = 6.15 AG 0.0 4.1 1 14.534 14.000 73.289 to 140.0 0.0 14.534 1.516 UG 273.02 0.0161 0.0 28.534 0.460 Vel = 6.63 UG 0.0 4.23 2E 38.446 70.000 75.265 to 150.0 1G 3.845 80.736 0.0 UH 273.02 0.0122 iT 38.446 150.736 1.837 Vel = 6.23 UH 0.0 6.09 iT 46.249 167.000 77.102 to 150.0 0.0 46.249 0.0 UG1 273.02 0.0021 0.0 213.249 0.441 Vel = 3.01 UGI 0.0 6.16 2E 40.168 7.000 77.543 to 140.0 0.0 40.168 -2.599 BD 273.02 0.0022 0.0 47.168 0.105 Vel = 2.94 BD 0.0 6.16 iZaf 0.0 3.000 75.049 to 140.0 0.0 0.0 2.854 * Fixed loss = 2.854 BS 273.02 0.0023 0.0 3.000 0.007 Vel = 2.94 BS 0.0 6.16 2E 40.168 7.000 77.910 to 140.0 0.0 40.168 1.299 UG2 273.02 0.0022 0.0 47.168 0.105 Vel = 2.94 UG2 0.0 6.09 1E 21.583 20.000 79.314 to 150.0 1 4.625 72.457 0.0 CTY 273.02 0.0021 iT 46.249 92.457 0.191 Vel = 3.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 12 Marbrisa Resort Villa #69 I ATTIC Date 7-31-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100.00 Qa= 100.00 373.02 79.505 K Factor= 41.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087