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HomeMy WebLinkAbout5411 COLUMBUS CR; ; AS120065; Permit11/3/2020 AS120065 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5411 COLUMBUS CR Permit Type: SPRINK Parcel No: 2111310700 Lot #: 0 Reference No.: Permit No: AS120065 Status: APPROVED Applied 6/20/2012 Approved: 6/20/2012 Issued: 6/20/2012 PC #: Inspector: Project Title: MARBRISSARESORTVILLA 68 NEW AUTO. FIRE SPRINKLER SYSTEM IN 3-STORY RESIDENTIAL BUILDING AND SINGLE STORY ACTIVITY-POOL HOUSE Applicant: Owner: GRAND PACIFIC CARLSBAD L P GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 5900 PASTEUR CT #200 CARLSBAD CA CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 523 0 523 0 1/1 - - - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 sI2oo,c 1 Job Name Marbrisa Resort Villa #68 /ATTIC Building : Villa 68/ ATTIC' Location : 5411 Columbus CircleCarIsbad, CA 92008 System : 1 Contract Data File : Villa#68 Attic.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 13 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort Villa #68 /ATTIC Date 4-30-12 HYDRAULIC DESIGN INFORMATION SHEET Name - Marbrisa Resort Villa #68 Date - 4-30-12 Location - 5411 Columbus Circle, Carlsbad, CA 92008 Building - Villa 68/ ATTIC System No. - 1 Contractor - SOUTHERN CALIFORNIA FIRE PROTECTION Contract No. - Calculated By - DNA Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - 3 Story Villa, NFPA-13R/ NFPA13 S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14.82Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 15 x 15 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Viking Model Micromatic I Elevation at Highest Outlet - 30.5 Feet Size 1/211NPT K-Factor 5.6 G Note: Temperature Rating 200 F N Calculation Gpm Required 246.54 Psi Required 58.31 at BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - CURRENT Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 89 80.1 Elev. R Residual (Psi) - 20 18 Other Well Flow (Gpm) - 1020 Proof Flow Gpm S Elevation - 0 P Location: At Site P L Source of Information: Per Carlsbad Fire Prevention Y 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 #68 /ATTIC Date 4-30-12 City Water Supply: Demand: Cl - Static Pressure : 80.1 Dl - Elevation : 13.210 C2 - Residual Pressure: 18 D2 - System Flow : 246.536 C2 - Residual Flow : 1020 D2 - System Pressure : 66.379 Hose (Adj City) Hose (Demand) D3 - System Demand : 246.536 Safety Margin : 9.232 150 140 130 P 120 R11° E 100 S90 Cl 80 U 70 R6° ! E5° 40 30 C2 20 10 _i.... ........ 200 400 600 800 1000 1200 1400 1600 1800 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 #68 /ATTIC Date 4-30-12 Fitting Legend Abbrev. Name % % 1 11/4 11/2 2 21/2 3 31/2 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 VS 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 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 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 / Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbrisa Resort Villa #68 /ATTIC Date 4-30-12 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 30.5 5.6 10.68 na 30.5 5.6 9.58 na 30.5 5.6 9.16 na 30.5 5.6 8.32 na 30.5 5.6 8.96 na 30.5 5.6 7.65 na 30.5 5.6 7.68 na 30.5 5.6 8.05 na 30.5 5.6 8.15 na 30.5 5.6 8.51 na 30.5 5.6 7.0 na 30.5 5.6 8.08 na 30.5 5.6 8.88 na 30.5 5.6 9.35 na 30.5 5.6 9.5 na 29.5 20.06 na 29.5 16.37 na 29.5 12.82 na 29.5 11.71 na 29.5 11.48 na 29.5 10.18 na 29.5 10.53 na 29.5 9.32 na 29.5 9.82 na 29.5 9.81 na 29.5 9.84 na 29.5 9.95 na 29.5 10.0 na 29.5 10.46 na 29.5 10.85 na 29.5 11.8 na 29.5 15.91 na 29.5 31.02 na 29.5 30.98 na 29.5 30.97 na 29.5 30.93 na 29.5 32.32 na 27.5 33.41 na 19.25 37.64 na 8.5 43.78 na 29.5 31.95 na 27.5 33.05 na 19.25 37.34 na 8.5 43.64 na 8.5 45.49 na 8.5 46.77 na 8.5 50.36 na 8.5 51.15 na 0.5 58.32 na -3.0 60.45 na -3.0 60.88 na -3.0 61.61 na 3.0 59.06 na 3.0 64.97 na 0.0 66.32 na 0.0 66.38 na 18.3 0.1 130 7.0 17.34 0.1 130 7.0 16.95 0.1 130 7.0 16.15 0.1 130 7.0 16.76 0.1 130 7.0 15.49 0.1 130 7.0 15.52 0.1 130 7.0 15.89 0.1 130 7.0 15.99 0.1 130 7.0 16.34 0.1 130 7.0 14.82 0.1 130 7.0 15.92 0.1 130 7.0 16.69 0.1 130 7.0 17.13 0.1 130 7.0 17.26 0.1 130 7.0 The maximum velocity is 17.88 and it occurs in the pipe between nodes J16 and J18 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 #68 /ATTIC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S5 18.30 1.08 1 E 2.305 4.000 10.677 K Factor = 5.60 to 120.0 2T 11.524 13.829 0.433 J3 18.3 0.0958 0.0 17.829 1.708 Vel= 6.41 0.0 18.30 12.818 KFactor= 5.11 S6 17.34 1.08 1E 2.305 5.670 9.584 K Factor = 5.60 to 120.0 2T 11.524 13.829 0.433 J4 17.34 0.0867 0.0 19.499 1.690 Vet = 6.07 0.0 17.34 11.707 K Factor = 5.07 S7 16.95 1.08 1E 2.305 8.790 9.161 K Factor =5.60 to 120.0 2T 11.524 13.829 0.433 J5 16.95 0.0832 0.0 22.619 1.881 VeI = 5.94 0.0 16.95 11.475 K Factor = 5.00 S8 16.15 1.08 1E 2.305 10.710 8.318 K Factor =5.60 to 120.0 1 5.762 8.067 0.433 J6 16.15 0.0761 0.0 18.777 1.428 Vet = 5.66 0.0 16.15 10.179 K Factor = 5.06 S9 16.76 1.08 1E 2.305 1.620 8.957 K Factor =5.60 to 120.0 iT 5.762 8.067 0.433 J6 16.76 0.0814 0.0 9.687 0.789 Vet = 5.87 0.0 16.76 10.179 K Factor = 5.25 S10 15.49 1.08 1 E 2.305 9.500 7.647 K Factor = 5.60 to 120.0 1 5.762 8.067 0.433 J8 15.49 0.0704 0.0 17.567 1.236 Vet = 5.42 0.0 15.49 9.316 K Factor = 5.08 Sil 15.52 1.08 1E 2.305 3.250 7.677 K Factor =5.60 to 120.0 2T 11.524 13.829 0.433 J8 15.52 0.0706 0.0 17.079 1.206 Vet = 5.44 0.0 15.52 9.316 K Factor = 5.08 S12 15.89 1.08 1 E 2.305 4.250 8.048 K Factor = 5.60 to 120.0 2T 11.524 13.829 0.433 J10 15.89 0.0737 0.0 18.079 1.333 Vet = 5.57 0.0 15.89 9.814 K Factor = 5.07 S13 15.99 1.08 1E 2.305 3.000 8.155 K Factor =5.60 to 120.0 2T 11.524 13.829 0.433 Jii 15.99 0.0746 0.0 16.829 1.256 Vet = 5.60 0.0 15.99 9.844 K Factor = 5.10 S14 16.34 1.08 2T 11.524 2.000 8.512 K Factor = 5.60 to 120.0 0.0 11.524 0.433 J13 16.34 0.0776 0.0 13.524 1.050 Vet = 5.72 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 #68 /ATTIC Date 4-30-12 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 16.34 9.995 KFactor= 5.17 S15 14.82 1.08 1 E 2.305 8.670 7.000 K Factor = 5.60 to 120.0 1 5.762 8.067 0.0 S16 14.82 0.0648 0.0 16.737 1.085 Vet= 5.19 S16 15.92 1.08 iT 5.762 2.000 8.085 K Factor= 5.60 to 120.0 0.0 5.762 0.433 J14 30.74 0.2501 0.0 7.762 1.941 Vel = 10.77 0.0 30.74 10.459 K Factor = 9.51 S17 16.69 1.08 1E 2.305 5.080 8.884 K Factor = 5.60 to 120.0 21 11.524 13.829 0.433 J15 16.69 0.0808 0.0 18.909 1.528 Vel= 5.85 0.0 16.69 10.845 K Factor = 5.07 S18 17.13 1.08 1 E 2.305 9.920 9.354 K Factor = 5.60 to 120.0 2T 11.524 13.829 0.433 J16 17.13 0.0848 0.0 23.749 2.014 Vet = 6.00 0.0 17.13 11.801 K Factor = 4.99 S19 17.26 1.08 1 E 2.305 7.830 9.504 K Factor = 5.60 to 120.0 2T 11.524 13.829 0.433 J16 17.26 0.0861 0.0 21.659 1.864 Vet = 6.04 0.0 17.26 11.801 KFactor= 5.02 Ji -122.69 1.682 0.0 9.860 20.064 to 120.0 0.0 0.0 0.0 J2 -122.69 -0.3743 0.0 9.860 -3.691 Vel = 17.72 J2 0.0 1.682 0.0 9.500 16.373 to 120.0 0.0 0.0 0.0 J3 -122.69 -0.3742 0.0 9.500 -3.555 Vel = 17.72 J3 18.30 1.682 0.0 4.000 12.818 to 120.0 0.0 0.0 0.0 J4 -104.39 -0.2778 0.0 4.000 -1.111 Vet = 15.07 J4 17.33 1.682 0.0 1.170 11.707 to 120.0 0.0 0.0 0.0 J5 -87.06 -0.1983 0.0 1.170 -0.232 Vel = 12.57 J5 16.95 1.682 0.0 7.080 11.475 to 120.0 0.0 0.0 0.0 J7 -70.11 -0.1329 0.0 7.080 -0.941 Vel= 10.12 0.0 -70.11 10.534 K Factor = -21.60 J6 32.91 1.682 1 9.9 0.920 10.179 to 120.0 0.0 9.900 0.0 J7 32.91 0.0328 0.0 10.820 0.355 Vel = 4.75 J7 -70.11 1.682 1 9.9 7.460 10.534 to 120.0 0.0 9.900 0.0 J9 -37.2 -0.0411 0.0 17.360 -0.714 Vet = 5.37 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 #68 /ATTIC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -37.20 9.820 K Factor = -11.87 J8 31.00 1.682 IT 9.9 7.250 9.316 to 120.0 0.0 9.900 0.0 J9 31.0 0.0294 0.0 17.150 0.504 Vel = 4.48 J9 -37.19 1.682 0.0 3.710 9.820 to 120.0 0.0 0.0 0.0 J10 -6.19 -0.0016 0.0 3.710 -0.006 Vel = 0.89 J10 15.88 1.682 0.0 8.750 9.814 to 120.0 0.0 0.0 0.0 ill 9.69 0.0034 0.0 8.750 0.030 Vel = 1.40 ill 15.99 1.682 0.0 5.330 9.844 to 120.0 0.0 0.0 0.0 J12 25.68 0.0208 0.0 5.330 0.111 Vel= 3.71 J12 0.0 1.682 0.0 1.960 9.955 to 120.0 0.0 0.0 0.0 J13 25.68 0.0204 0.0 1.960 0.040 Vel = 3.71 J13 16.34 1.682 0.0 9.000 9.995 to 120.0 0.0 0.0 0.0 J14 42.02 0.0516 0.0 9.000 0.464 Vel = 6.07 J14 30.74 1.682 0.0 2.710 10.459 to 120.0 0.0 0.0 0.0 J15 72.76 0.1424 0.0 2.710 0.386 Vel = 10.51 J15 16.69 1.682 0.0 4.580 10.845 to 120.0 0.0 0.0 0.0 J16 89.45 0.2087 0.0 4.580 0.956 Vel = 12.92 J16 34.39 1.682 0.0 10.790 11.801 to 120.0 0.0 0.0 0.0 J18 123.84 0.3807 0.0 10.790 4.108 Vel = 17.88 J18 0.0 1.682 IT 9.9 29.540 15.909 to 120.0 0.0 9.900 0.0 J20 123.84 0.3808 0.0 39.440 15.019 Vel = 17.88 0.0 123.84 30.928 K Factor = 22.27 Ji 122.69 1.682 1 9.9 19.370 20.064 to 120.0 0.0 9.900 0.0 J23 122.69 0.3743 0.0 29.270 10.955 Vel = 17.72 J23 3.67 2.157 1 6.153 1.750 31.019 to 120.0 0.0 6.153 0.0 TR1 126.36 0.1177 0.0 7.903 0.930 Vel = 11.09 0.0 126.36 31.949 K Factor = 22.36 J23 -3.67 1.682 1E 4.95 61.170 31.019 to 120.0 0.0 4.950 0.0 J22 -3.67 -0.0006 0.0 66.120 -0.038 Vel = 0.53 J22 0.0 1.682 1E 4.95 17.790 30.981 to 120.0 0.0 4.950 0.0 J21 -3.67 -0.0006 0.0 22.740 -0.013 Vel = 0.53 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 #68 /ATTIC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J21 0.0 1.682 iT 9.9 61.080 30.968 to 120.0 0.0 9.900 0.0 J20 -3.67 -0.0006 0.0 70.980 -0.040 Vel = 0.53 J20 123.85 2.157 2E 12.307 0.710 30.928 to 120.0 0.0 12.307 0.0 TR 120.18 0.1072 0.0 13.017 1.396 Vel = 10.55 TR 0.0 2.157 0.0 2.000 32.324 to 120.0 0.0 0.0 0.866 TR3 120.18 0.1075 0.0 2.000 0.215 Vel = 10.55 TR3 0.0 2.157 0.0 9.250 33.405 to 150.0 0.0 0.0 3.573 SR 120.18 0.0710 0.0 9.250 0.657 Vel = 10.55 SR 0.0 2.157 1 11.0 10.000 37.635 to 150.0 0.0 11.000 4.656 B2 120.18 0.0710 0.0 21.000 1.491 Vel= 10.55 B2 0.0 2.157 iN 11.0 3.130 43.782 to 150.0 10 10.0 21.000 0.0 X 120.18 0.0710 0.0 24.130 1.713 Vel = 10.55 0.0 120.18 45.495 KFactor= 17.82 TR1 126.36 2.157 0.0 2.000 31.949 to 120.0 0.0 0.0 0.866 TR2 126.36 0.1175 0.0 2.000 0.235 Vel = 11.09 TR2 0.0 2.157 0.0 9.250 33.050 to 150.0 0.0 0.0 3.573 Y2 126.36 0.0779 0.0 9.250 0.721 Vel = 11.09 Y2 0.0 2.157 iN 11.0 10.000 37.344 to 150.0 0.0 11.000 4.656 BR2 126.36 0.0779 0.0 21.000 1.635 Vel = 11.09 BR2 0.0 2.157 0.0 23.870 43.635 to 150.0 0.0 0.0 0.0 X 126.36 0.0779 0.0 23.870 1.860 Vel= 11.09 X 120.18 3.26 2N 26.0 9.420 45.495 to 150.0 0.0 26.000 0.0 B3 246.54 0.0359 0.0 35.420 1.271 Vel = 9.48 B3 0.0 3.26 10 15.0 72.170 46.766 to 150.0 1 13.0 28.000 0.0 B4 246.54 0.0359 0.0 100.170 3.595 Vel = 9.48 B4 0.0 3.26 1 13.0 9.080 50.361 to 150.0 0.0 13.000 0.0 B5 246.54 0.0359 0.0 22.080 0.792 Vel = 9.48 B5 0.0 4.26 1S 43.772 8.000 51.153 to 150.0 lFsp 0.0 63.668 6.465 * Fixed loss = 3 BR 246.54 0.0098 1 19.896 71.668 0.699 Vel = 5.55 BR 0.0 4.1 2E 29.067 17.000 58.317 to 140.0 0.0 29.067 1.516 UG 246.54 0.0134 0.0 46.067 0.615 Vel = 5.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 9 Marbnsa Resort Villa #68 /ATTIC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn UG 0.0 4.23 1E 19.223 20.000 60.448 to 150.0 1G 3.845 23.068 0.0 UH 246.54 0.0101 0.0 43.068 0.435 Vel = 5.63 UH 0.0 6.09 1 21.583 390.000 60.883 to 150.0 1 10.791 32.374 0.0 UGI 246.54 0.0017 0.0 422.374 0.723 Vel = 2.72 UGI 0.0 6.16 1E 20.084 7.000 61.606 to 140.0 0.0 20.084 -2.599 BD 246.54 0.0018 0.0 27.084 0.050 Vel = 2.65 BD 0.0 6.16 iZaf 0.0 3.000 59.057 to 140.0 0.0 0.0 5.906 * Fixed loss = 5.906 BS 246.54 0.0017 0.0 3.000 0.005 Vel = 2.65 BS 0.0 6.16 1E 20.084 7.000 64.968 to 140.0 0.0 20.084 1.299 UG2 246.54 0.0018 0.0 27.084 0.050 Vel = 2.65 UG2 0.0 6.09 1E 21.583 10.000 66.317 to 150.0 1G 4.625 26.208 0.0 CTY 246.54 0.0017 0.0 36.208 0.062 Vel = 2.72 0.0 246.54 66.379 K Factor = 3026 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 AS1zocx Job Name Marbrisa Resort Clubhouse/. 10/900 SQ. FT-130 SQ.FT. AT ATTIC Building : Clubhouse/ ATTIC Location : 1577 Marbrisa Circle, Carlsbad, CA 92008 System : 1 Contract Data File : MarbnsaClubHouse.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Resort Clubhouse/.1 0/900 SQ. FT.-1 30 SQ.FT. AT ATTIC Date 4-30-12 HYDRAULIC DESIGN INFORMATION SHEET Name - Marbrisa Resort Clubhouse Date - 4-30-12 Location - 1577 Marbrisa Circle, Carlsbad, CA 92008 Building - Clubhouse! ATTIC System No. - 1 Contractor - SOUTHERN CALIFORNIA FIRE PROTECTION Contract No. - Calculated By - DNA Drawing No. - FP-5 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - Light Hazard- 130 SQ. FT. At Attic S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 S (x)OtherNFPA-13 T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14.82Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 15 x 15 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Viking Model Micromatic I Elevation at Highest Outlet - 13 Feet Size 1/2"NPT K-Factor 5.6 G Note: Temperature Rating 200 F N Calculation Gpm Required 138.33 Psi Required 69.89 at BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - CURRENT Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 89 80.1 Elev. R Residual (Psi) - 20 18 Other Well Flow (Gpm) - 1020 Proof Flow Gpm S Elevation - 0 P Location: At Site P L Source of Information: Per Carlsbad Fire Prevention Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) el SOUTHERN CALIFORNIA FIRE PROT. Page 2 Marbrisa Resort Clubhouse! .1 0!900 SQ. FT.-1 30 SQ.FT. AT ATTIC Date 4-30-12 City Water Supply: Demand: Cl - Static Pressure : 80.1 Dl - Elevation : 5.630 C2 - Residual Pressure: 18 D2 - System Flow : 138.329 C2 - Residual Flow : 1020 D2 - System Pressure : 73.817 Hose (Adj City) Hose (Demand) : 100 D3 - System Demand : 238.329 Safety Margin : 2.066 150 140 130 p120 R° E100 S 9 Cl 80 z —y U7° R6° E5° 40 30 -- 10 : 200 400 600 800 1000 1200 1400 1600 1800 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 Clubhouse! .1 0/900 SQ. FT.-1 30 SQ.FT. AT ATTIC Date 4-30-12 Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 5 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 T 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 Clubhouse/ .10/900 SQ. FT.-1 30 SQ.FT. AT ATTIC Date 4-30-12 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. CI 13.0 5.6 11.1 na 18.65 0.1 130 7.0 C2 13.0 5.6 7.0 na 14.82 0.1 130 7.0 C3 13.0 5.6 7.69 na 15.53 0.1 130 7.0 C4 13.0 5.6 8.19 na 16.02 0.1 130 7.0 C5 13.0 5.6 9.11 na 16.9 0.1 130 7.0 C6 13.0 5.6 9.72 na 17.46 0.1 130 7.0 C7 13.0 5.6 10.56 na 18.2 0.1 130 7.0 C8 13.0 5.6 13.73 na 20.75 0.1 130 7.0 8 11.5 15.68 na 2 11.5 8.12 na 3 11.5 8.85 na 4 11.5 9.38 na 5 11.5 10.07 na 1 11.5 12.47 na 11 11.5 10.76 na 10 11.5 10.64 na 6 11.5 11.01 na 7 11.5 11.9 na 9 11.5 16.5 na 15 11.5 30.05 na 14A 11.5 37.55 na 12 11.5 23.78 na 13 11.5 27.66 na 14 11.5 37.65 na X 11.5 45.12 na Xl 11.5 44.77 na 16 11.5 45.84 na 17 11.5 47.72 na 18 11.5 51.08 na 19 11.5 51.08 na TR 11.5 53.27 na BR -7.83 69.89 na UGX -3.0 67.89 na 100.0 UG -3.0 68.04 na UH -3.0 68.72 na UH1 -3.0 68.94 na UG1 -3.0 69.0 na BD 3.0 66.45 na BS 3.0 72.38 na UG2 0.0 73.73 na CTY 0.0 73.82 na The maximum velocity is 15.05 and it occurs in the pipe between nodes 9 and 15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa Resort Clubhousel .101900 SQ. FT.-1 30 SQ.FT. AT ATTIC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn Cl 18.65 1.08 1T 5.762 1.500 11.097 K Factor = 5.60 to 120.0 0.0 5.762 0.650 1 18.65 0.0993 0.0 7.262 0.721 Vel = 6.53 0.0 18.65 12.468 K Factor = 5.28 C2 14.82 1.08 1 5.762 1.500 7.000 K Factor = 5.60 to 120.0 0.0 5.762 0.650 2 14.82 0.0647 0.0 7.262 0.470 Vel = 5.19 0.0 14.82 8.120 KFactor= 5.20 C3 15.53 1.08 IT 5.762 1.500 7.687 K Factor = 5.60 to 120.0 0.0 5.762 0.650 3 15.53 0.0706 0.0 7.262 0.513 Vel = 5.44 0.0 15.53 8.850 K Factor = 5.22 C4 16.02 1.08 1 5.762 1.500 8.189 K Factor =5.60 to 120.0 0.0 5.762 0.650 4 16.02 0.0749 0.0 7.262 0.544 Vel = 5.61 0.0 16.02 9.383 K Factor = 5.23 C5 16.90 1.08 1E 2.305 1.500 9.107 K Factor =5.60 to 120.0 0.0 2.305 0.650 5 16.9 0.0828 0.0 3.805 0.315 Vet = 5.92 0.0 16.90 10.072 K Factor = 5.33 C6 17.46 1.08 1 5.762 1.500 9.718 K Factor = 5.60 to 120.0 0.0 5.762 0.650 6 17.46 0.0879 0.0 7.262 0.638 VeI= 6.11 0.0 17.46 11.006 K Factor = 5.26 C7 18.20 1.08 1 5.762 1.500 10.562 K Factor = 5.60 to 120.0 0.0 5.762 0.650 7 18.2 0.0949 0.0 7.262 0.689 Vet = 6.37 0.0 18.20 11.901 K Factor = 5.28 C8 20.75 1.08 1 2.305 2.670 13.730 K Factor =5.60 to 120.0 1T 5.762 8.067 0.650 8 20.75 0.1208 0.0 10.737 1.297 VeI= 7.27 8 0.0 1.08 iT 5.762 1.080 15.677 to 120.0 0.0 5.762 0.0 9 20.75 0.1209 0.0 6.842 0.827 Vel = 7.27 0.0 20.75 16.504 KFactor= 5.11 2 14.82 1.08 0.0 11.250 8.120 to 120.0 0.0 0.0 0.0 3 14.82 0.0649 0.0 11.250 0.730 Vet = 5.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa Resort Clubhouse! .10/900 SQ. FT.-1 30 SQ.FT. AT ATTIC Date 4-30-12 Hyd. Qa Die. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn 3 15.52 1.08 IT 5.762 2.080 8.850 to 120.0 0.0 5.762 0.0 11 30.34 0.2441 0.0 7.842 1.914 Vet = 10.63 0.0 30.34 10.764 K Factor = 9.25 4 16.02 1.08 IT 5.762 11.080 9.383 to 120.0 0.0 5.762 0.0 10 16.02 0.0749 0.0 16.842 1.262 Vet = 5.61 0.0 16.02 10.645 KFactor= 4.91 5 16.90 1.08 IT 5.762 1.170 10.072 to 120.0 0.0 5.762 0.0 10 16.9 0.0827 0.0 6.932 0.573 Vet = 5.92 0.0 16.90 10.645 KFactor= 5.18 1 -43.05 1.442 1E 3.716 11.210 12.468 to 120.0 0.0 3.716 0.0 11 -43.05 -0.1142 0.0 14.926 -1.704 Vet = 8.46 11 30.34 1.442 0.0 10.000 10.764 to 120.0 0.0 0.0 0.0 10 -12.71 -0.0119 0.0 10.000 -0.119 Vet = 2.50 10 32.93 1.442 0.0 12.790 10.645 to 120.0 0.0 0.0 0.0 6 20.22 0.0282 0.0 12.790 0.361 Vet = 3.97 6 17.45 1.442 0.0 10.040 11.006 to 120.0 0.0 0.0 0.0 7 37.67 0.0891 0.0 10.040 0.895 Vet = 7.40 7 18.20 1.442 11 7.432 10.040 11.901 to 120.0 2E 7.432 14.864 0.0 9 55.87 0.1848 0.0 24.904 4.603 Vet = 10.98 9 20.75 1.442 2E 7.432 26.000 16.504 to 120.0 IT 7.432 14.864 0.0 15 76.62 0.3316 0.0 40.864 13.549 Vet = 15.05 15 0.0 1.442 IT 7.432 15.170 30.053 to 120.0 0.0 7.432 0.0 14A 76.62 0.3316 0.0 22.602 7.494 Vel= 15.05 14A -68.56 1.442 IT 7.432 13.370 37.547 to 120.0 0.0 7.432 0.0 14 8.06 0.0051 0.0 20.802 0.107 VeI= 1.58 0.0 8.06 37.654 K Factor = 1.31 14A 68.56 1.682 2E 9.9 36.870 37.547 to 120.0 IT 9.9 19.800 0.0 Xl 68.56 0.1275 0.0 56.670 7.227 Vet = 9.90 0.0 68.56 44.774 K Factor = 10.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fin, al Calculations - Hazen-Williams - SOUTHERN CALIFORNIA FIRE PROT. Page 7 Marbrisa Resort Clubhouse/. 1 0!900 SQ. FT.-1 30 SQ.FT. AT ATTIC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn 1 61.71 1.442 2T 14.864 36.080 12.468 to 120.0 0.0 14.864 0.0 12 61.71 0.2221 0.0 50.944 11.315 Vel = 12.12 12 0.0 1.442 iT 7.432 10.000 23.783 to 120.0 0.0 7.432 0.0 13 61.71 0.2221 0.0 17.432 3.872 Vet = 12.12 13 0.0 1.442 IT 7.432 37.583 27.655 to 120.0 0.0 7.432 0.0 14 61.71 0.2221 0.0 45.015 9.999 VeI= 12.12 14 8.06 1.682 2E 9.9 36.870 37.654 to 120.0 IT 9.9 19.800 0.0 X 69.77 0.1317 0.0 56.670 7.465 Vel = 10.07 X -91.18 1.682 iT 9.9 13.370 45.119 to 120.0 0.0 9.900 0.0 Xl -21.41 -0.0148 0.0 23.270 -0.345 VeI= 3.09 XI 68.56 1.682 1 4.95 11.830 44.774 to 120.0 0.0 4.950 0.0 16 47.15 0.0638 0.0 16.780 1.071 Vel= 6.81 16 0.0 1.682 1E 4.95 24.420 45.845 to 120.0 0.0 4.950 0.0 17 47.15 0.0638 0.0 29.370 1.874 Vet = 6.81 17 0.0 1.682 iT 9.9 42.750 47.719 to 120.0 0.0 9.900 0.0 18 47.15 0.0638 0.0 52.650 3.360 Vet = 6.81 18 -138.33 1.682 IT 9.9 17.680 51.079 to 120.0 0.0 9.900 0.0 X -91.18 -0.2161 0.0 27.580 -5.960 Vet= 13.17 0.0 -91.18 45.119 K Factor = -13.57 19 0.0 1.682 1 9.9 24.420 51.079 to 120.0 0.0 9.900 0.0 18 0.0 0.0 0.0 34.320 0.0 Vet = 0 18 138.33 2.157 2E 12.307 3.460 51.079 to 120.0 0.0 12.307 0.0 TR 138.33 0.1392 0.0 15.767 2.194 Vet = 12.15 TR 0.0 2.157 lFsp 0.0 19.250 53.273 to 120.0 1E 6.153 18.460 11.372 * Fixed loss = 3 BR 138.33 0.1391 IT 12.307 37.710 5.247 Vet = 12.15 BR 0.0 4.26 1 13.167 4.170 69.892 to 120.0 0.0 13.167 -2.092 UGX 138.33 0.0051 0.0 17.337 0.088 Vel= 3.11 UGX 100.00 4.1 0.0 12.000 67.888 Qa = 100 to 140.0 0.0 0.0 0.0 UG 238.33 0.0125 0.0 12.000 0.150 Vet = 5.79 UG 0.0 4.23 1 38.446 30.000 68.038 to 150.0 1G 3.845 42.290 0.0 U 238.33 0.0095 0.0 72.290 0.686 Vet = 5.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fiiial Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 8 Marbrisa Resort Clubhouse/. 10/900 SQ. FT.-130 SQ.FT. AT ATTIC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C" or Ftng's Pe Pv Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn UH 0.0 6.09 1 46.249 86.000 68.724 to 150.0 0.0 46.249 0.0 UM 238.33 0.0016 0.0 132.249 0.212 Vet = 2.63 UHI 0.0 6.09 1E 21.583 20.000 68.936 to 150.0 0.0 21.583 0.0 UG1 238.33 0.0016 0.0 41.583 0.067 Vel = 2.63 UG1 0.0 6.16 1E 20.084 7.000 69.003 to 140.0 0.0 20.084 -2.599 BD 238.33 0.0017 0.0 27.084 0.047 Vet = 2.57 BD 0.0 6.16 iZaf 0.0 3.000 66.451 to 140.0 0.0 0.0 5.924 * Fixed loss = 5.924 BS 238.33 0.0017 0.0 3.000 0.005 Vet = 2.57 BS 0.0 6.16 1E 20.084 7.000 72.380 to 140.0 0.0 20.084 1.299 UG2 238.33 0.0018 0.0 27.084 0.048 Vet = 2.57 UG2 0.0 6.09 1 21.583 30.000 73.727 to 150.0 1G 4.625 26.208 0.0 CTY 238.33 0.0016 0.0 56.208 0.090 Vet = 2.63 0.0 238.33 73.817 K Factor = 27.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 40 - - 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 #68- 4 HEAD CALC Building : Villa 68 Location 5411 COLUMBUS CIRCLE , CARLSBAD, CA System : 1 Contract Data File Villa #68 4 HEAD CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ISOUTHERN CALIFORNIA FIRE PROT. Page Marbrisa Resort Villa #68- 4 HEAD CALC Date 4-30-12 HYDRAULIC DESIGN INFORMATION SHEET Name - Marbrisa Resort Villa #68- 4 HEAD CAIC Date - 4-30-12 Location - 5411 COLUMBUS CIRCLE , CARLSBAD, CA Building - Villa 68 System No. - 1 Contractor - SOUTHERN CALIFORNIA FIRE PROTECTION Contract No. - Calculated By - DNA Drawing No. - FP-3 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - 3 Story Villa, NFPA-13R/ 13 S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 S (X)OtherNFPA-13 T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14.82Gpm System Type Listed Pres. at Start Point - 9.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model I Elevation at Highest Outlet - 17.5 Feet Size 1/2"NPT K-Factor 4.3 G Note: Temperature Rating 200 F N Calculation Gpm Required 182.44 Psi Required 56.65 at BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - CURRENT Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 89 80.1 Elev. R Residual (Psi) - 20 18 Other Well Flow (Gpm) - 1020 Proof Flow Gpm S Elevation - 0 P Location: At Site P L Source of Information: Per Carlsbad Fire Prevention Y 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 #68- 4 HEAD CALC Date 4-30-12 City Water Supply: Demand: Cl - Static Pressure : 80.1 Dl - Elevation : 7.579 C2 - Residual Pressure: 18 D2 - System Flow : 82.444 C2 - Residual Flow : 1020 D2 - System Pressure : 64.725 Hose(Adj City) Hose (Demand) : 100 D3 - System Demand : 182.444 Safety Margin : 12.803 150 140 130 P 120 R0 E 100 Cl 90 S 80 U 70 40 1 30 1:.:I:TTT TTTT 20 10 T D1 .i.... ........ 200 400 600 800 1000 1200 1400 1600 1800 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 #68-4 HEAD CALC Date 4-30-12 Fitting Legend Abbrev. Name 1/2 % 1 11/4 1% 2 2Y2 3 31/2 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 VS Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N CPVC9OEllHarvel-Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 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 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 / Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbnsa Resort Villa #68- 4 HEAD CALC Date 4-30-12 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Si 17.5 4.3 21.56 na 19.97 0.1 196 9.1 S2 17.5 4.3 25.32 na 21.64 0.1 196 9.1 S3 17.5 4.3 20.78 na 19.6 0.1 196 9.1 S4 17.5 4.3 24.4 na 21.24 0.1 196 9.1 1 19.0 22.69 na 2 19.0 26.73 na 3 19.0 21.84 na 4 19.0 25.74 na Y 19.0 29.72 na 5 19.0 31.01 na 6 19.0 32.06 na 7 19.0 34.68 na 10 19.0 30.27 na 9 19.0 32.27 na 8 19.0 33.86 na Yl 19.0 38.57 na SR 19.0 40.28 na B2 8.5 44.9 na Y2 19.0 39.57 na BR2 8.5 44.53 na X 8.5 44.98 na B3 8.5 46.09 na B4 8.5 49.39 na B5 8.5 50.1 na BR 0.5 56.65 na 100.0 UG -3.0 58.52 na UH -3.0 58.9 na UGI -3.0 59.65 na BD 3.0 57.08 na BS 3.0 63.35 na UG2 0.0 64.68 na CTY 0.0 64.72 na The maximum velocity is 31.62 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 #68-4 HEAD CALC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Si 19.97 0.874 1 N 7.0 1.500 21.563 K Factor = 4.30 to 150.0 0.0 7.000 -0.650 1 19.97 0.2089 0.0 8.500 1.776 Vet = 10.68 0.0 19.97 22.689 KFactor= 4.19 S2 21.64 0.874 1 7.0 1.500 25.316 K Factor =4.30 to 150.0 0.0 7.000 -0.650 2 21.64 0.2422 0.0 8.500 2.059 Vet = 11.57 0.0 21.64 26.725 KFactor= 4.19 S3 19.60 0.874 1 7.0 1.500 20.777 K Factor =4.30 to 150.0 0.0 7.000 -0.650 3 19.6 0.2018 0.0 8.500 1.715 Vet = 10.48 0.0 19.60 21.842 KFactor= 4.19 S4 21.24 0.874 1 N 7.0 1.500 24.402 K Factor = 4.30 to 150.0 0.0 7.000 -0.650 4 21.24 0.2342 0.0 8.500 1.991 Vet = 11.36 0.0 21.24 25.743 K Factor = 4.19 1 19.97 0.874 1 7.0 9.330 22.689 to 150.0 10 3.0 10.000 0.0 2 19.97 0.2088 0.0 19.330 4.036 Vet = 10.68 2 -8.47 0.874 0.0 57.000 26.725 to 150.0 0.0 0.0 0.0 5 11.5 0.0752 0.0 57.000 4.288 VeI= 6.15 0.0 11.50 31.013 KFactor= 2.07 3 19.60 0.874 10 3.0 9.330 21.842 to 150.0 1 7.0 10.000 0.0 4 19.6 0.2018 0.0 19.330 3.901 Vet = 10.48 0.0 19.60 25.743 K Factor = 3.86 2 30.10 0.874 0.0 6.710 26.725 to 150.0 0.0 0.0 0.0 Y 30.1 0.4463 0.0 6.710 2.995 Vet = 16.10 0.0 30.10 29.720 K Factor = 5.52 4 29.02 0.874 10 3.0 6.540 25.743 to 150.0 0.0 3.000 0.0 Y 29.02 0.4169 0.0 9.540 3.977 Vet = 15.52 Y 30.10 0.874 10 3.0 3.330 29.720 to 150.0 0.0 3.000 0.0 Y2 59.12 1.5558 0.0 6.330 9.848 Vet= 31.62 0.0 59.12 39.568 K Factor = 9.40 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 8- 4 HEAD CALC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 11.50 1.08 2T 17.413 21.580 31.013 to 150.0 0.0 17.414 0.0 6 11.5 0.0269 0.0 38.994 1.047 Vel = 4.03 6 0.0 0.874 iN 7.0 24.830 32.060 to 150.0 10 3.0 10.000 0.0 7 11.5 0.0752 0.0 34.830 2.620 Vel = 6.15 7 0.0 0.874 10 3.0 48.750 34.680 to 150.0 0.0 3.000 0.0 Yl 11.5 0.0752 0.0 51.750 3.893 Vel= 6.15 0.0 11.50 38.573 K Factor = 1.85 4 11.82 0.874 0.0 57.170 25.743 to 150.0 0.0 0.0 0.0 10 11.82 0.0792 0.0 57.170 4.529 Vel = 6.32 10 0.0 1.08 2T 11.524 35.290 30.272 to 120.0 0.0 11.524 0.0 9 11.82 0.0427 0.0 46.814 1.999 Vel = 4.14 9 0.0 0.874 10 3.0 17.080 32.271 to 150.0 0.0 3.000 0.0 8 11.82 0.0792 0.0 20.080 1.591 Vet = 6.32 8 0.0 0.874 10 3.0 56.460 33.862 to 150.0 0.0 3.000 0.0 Yl 11.82 0.0792 0.0 59.460 4.711 Vel = 6.32 Yl 11.50 0.874 10 3.0 3.130 38.573 to 150.0 0.0 3.000 0.0 SR 23.32 0.2783 0.0 6.130 1.706 Vel = 12.47 SR 0.0 2.157 IN 11.0 10.500 40.279 to 150.0 0.0 11.000 4.548 B2 23.32 0.0034 0.0 21.500 0.073 Vet = 2.05 B2 0.0 2.157 1 11.0 3.130 44.900 to 150.0 10 10.0 21.000 0.0 X 23.32 0.0034 0.0 24.130 0.083 Vet = 2.05 0.0 23.32 44.983 K Factor = 3.48 Y2 59.12 2.157 1 11.0 10.500 39.568 to 150.0 0.0 11.000 4.548 BR2 59.12 0.0191 0.0 21.500 0.411 Vet= 5.19 BR2 0.0 2.157 0.0 23.870 44.527 to 150.0 0.0 0.0 0.0 X 59.12 0.0191 0.0 23.870 0.456 Vet = 5.19 X 23.32 2.157 2N 22.0 9.420 44.983 to 150.0 0.0 22.000 0.0 63 82.44 0.0354 0.0 31.420 1.111 Vet = 7.24 B3 0.0 2.157 10 10.0 72.170 46.094 to 150.0 1 11.0 21.000 0.0 B4 82.44 0.0353 0.0 93.170 3.293 Vet = 7.24 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 #68-4 HEAD CALC Date 4-30-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B4 0.0 2.157 iN 11.0 9.080 49.387 to 150.0 0.0 11.000 0.0 B5 82.44 0.0354 0.0 20.080 0.710 Vel = 7.24 B5 0.0 4.26 1S 43.772 8.000 50.097 to 150.0 1 Fsp 0.0 63.668 6.465 * Fixed loss = 3 BR 82.44 0.0013 1E 19.896 71.668 0.092 Vet = 1.86 BR 100.00 4.1 2E 29.067 17.000 56.654 Qa = 100 to 140.0 0.0 29.067 1.516 UG 182.44 0.0076 0.0 46.067 0.352 Vet = 4.43 UG 0.0 3.63 1E 9.126 20.000 58.522 to 150.0 1G 1.825 10.951 0.0 UH 182.44 0.0122 0.0 30.951 0.378 Vet = 5.66 UH 0.0 5.35 1E 11.484 390.000 58.900 to 150.0 iF 5.742 17.226 0.0 UG1 182.44 0.0018 0.0 407.226 0.750 Vet = 2.60 UGi 0.0 6.16 1 20.084 7.000 59.650 to 140.0 0.0 20.084 -2.599 BD 182.44 0.0011 0.0 27.084 0.029 VeI= 1.96 BD 0.0 6.16 iZaf 0.0 3.000 57.080 to 140.0 0.0 0.0 6.270 * Fixed loss = 6.27 BS 182.44 0.0010 0.0 3.000 0.003 Vet = 1.96 BS 0.0 6.16 1E 20.084 7.000 63.353 to 140.0 0.0 20.084 1.299 UG2 182.44 0.0011 0.0 27.084 0.029 Vet = 1.96 UG2 0.0 5.35 1E 11.484 10.000 64.681 to 150.0 1G 2.461 13.945 0.0 CTY 182.44 0.0018 0.0 23.945 0.044 Vet = 2.60 0.0 182.44 64.725 K Factor= 22.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FILE COPY Chapter 24 Systems Acceptance A&cx-As mc Contractors Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and rests shall be made by the contractor's representative and witnessed by the property owner or their authorized awn' All defects -shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be tilled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor, it is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty materiel, poor workmanship, or failure to comply with approving authority's requirements or local ordinances.**., Property name Date - Property address 3V// /OLViV3C?S iR. Accepted by approving authorities (names) - F im Address Plans Installation conforms to accepted plans ,'os Q No Equipment used is approved es No It no, explain deviations Has person in charge of firs equipment been instructed as to location of control valves and care and maintenance Yes U No of this new equipment? if no, explain Instructions Have copies of the following been left on the premises? - Js 0 No System components instructions /Yes ( No Care and maintenance instructions fj No 3, NFP425 ,Yes No Location ot i system Supplies buildings - Year of Orifice I Temperature Make Model manufacture size Quantity ( rating Sprinklers I Pipe and Type of pipe fittingsIType of fittings <A M Alarm Maximum time to operate Alarm device _through iGStconnection flow valve or Type Make Model Minutes Seconds tnotcrflor /)-'-g Fi--) Dry valve 0.0.0. Mka Modal _Serialno. _Make _Modali - me to trip me water Alarm through test Water Air Trio '- Dry pine connaction5,b pressure pressurej_ err pressure reached operated test outlete.ti _property operating test Minutes iSeconds psi _.ç5T' par - Minutes 1 Seconds 1 Yes No With plain © 2005 National Fire Protection Association NFPA 13 (p. 1 of 3) Measured from time inspector's test connection is opened NFPA 13 only requires the 60-second limitation in specific sections FIGURE 24.1 Contractors Material and Test CertficateJbr Aboveground Piping. Section 24.2 • Acceptance Requirements Operation OPneLmatic U Electric U Hydraulics Piping supervised Uves iJNo Detecting media supervised P/es Di4o Does valve operate from the manual trip, remote, or both control stations? Deluge and preaction l' Is there an accessible facility in each circuit If no, explain valves for tasting? - U Yes ciNo- - D each circuit operate Does each circuit Operate Maximum time to Make Model J supervision loss alarm? valve release? operate release Yes No Yes No Minutes I Seconds Location Make and Resid at Pressure and floor model Setting static (flowing) i Flow rate reducing valve test Inlet (psi) I Ou tlet (psi) Inlet (psi) Outlet (psi) I Row (gpm) Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (102 bar) for 2 hours. Differential dry-pipe valve clappers shall be left open during the test to prevent damace. All aboveground piping leakage shall be stopped. Test description Pneumatic: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. All piping hydrostatically lasted at psi (_ bar) for hours I If no, state reason Dry piping pneumatically tested Q Yes Q No Equipment operates properly ayes J No Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? *es No Drain Reading of gauge located near water 1 Residual pressure with valve in test Tests test Isuppty test connection: psi (_bar) I connection open wide: '? psi(..__bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test Yes 1j No Other Explain Certificate for Underground Piping. Rushed by installer of underground sprinkler piping ye No if powder-driven fasteners are used in concrete, Li Yes U No i If no, explain has representative sample testing, been satisfactorily completed? Blank testin g Number used Locations I Number removed gaskets Welding piping 0 Yes No Do you certify as the sprinkler contractor that welding procedures used complied with Yes ONO the minimum requirements of AWS 82.1, ASME Section IX Welding and Brazing Qualiflcetionz, or other applicable qualification standard as required by the AHJ? ~jNo Do you certify that all welding was performed by welders or welding operators qualified in accordance with the minimum requirements of AWS 32,1, ASME IX Welding and Brazina Qualifications, or other applicable qualification s'estieitil Welding required by the AHJ? Do you certify that the welding was conduci ptiancewitha documented Clyes UNo qualify control procedure to ensue all discs are retrieved; (2) that openings in piping are smooth, that st 01 her welding residue are removed; (3) the internal diameters of pipjpg.ere not penetrated; (4) completed welds are free from cracks, incornpIe>s_icron, surface porosity greater than Vie in. diameter, undercut dseper tha lesser of 25% of the wall thickness or'/'—,, in.; and (5) complete rcumf rential butt weld reinforcement does not exceed 3 in.? ©tionalRre Protection Association 200- NFPA 13 (p.2 of 3) FIGURE 24.1 continued Automatic Sinkier Svstehts Chapter 24 Systems Acceptance Cutouts Do you certify that you have a control feature to ensure that (discs) all cutouts (discs) are retrieved? Hydraulic Nameplate provided If no, explain data nameplate 'es No Date left in service with all control valves open Remarks Name oispdrkler contractor c g -Xj o Frortscr O jJ1 by Signatures The ada Title For spØ6contraci~(si Title Date //) Additional explanations an © 2006 National Fire Protection Association NFPA 13 (p. 3 of 3) FIGURE 24.1 Continued Autcmatic 5rinfds3y8tems A&9ec Ps t2oô Hydrant Flow Test Report Test Date 4/18/2012 Test Time 9:00am Location Tested by . 54i±CoItmbt1eGifc1e— Southern California Fire Protection Carlsbad, CA 92008 27665 Forbes Rd. # 8 Laguna Niguel, CA 92677 949-348-9600 Notes Flow Hydrant(s) Outlet Elev Size C #1 2.5 .9 Flow Graph Read Hydrant 89 psi static pressure 86 psi residual pressure hydrant elevation Pitot Pressure Flow 36.9 1020 gpm 100 80 60 psi 40 20 n 1 5554.8 gpm at 20 psi C1500 3000 4500 6000 7500 gpm Created with the free hydrant flow test program from www.lgneuslnc.com