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1594 MARBRISA CIR; ; AS130149; Permit
1/2/25, 7:32 AM AS130149 Permit Data City of Carlsbad Sprinkler Permit Job Address: 1594 MARBRISA CR Permit Type: SPRINK Parcel No: 2111310500 Lot #: 0 Reference No.: Permit No: A5130149 Status: APPROVED Applied 8/21/2013 Approved: 9/3/2013 Issued: 9/3/2013 PC #: Inspector: Project Title: MARBRISA SALES OFFICE NEW COMM. INSTALLATION OF AUTOMATIC SPRINKLER SYSTEM. Applicant: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE8 27665 FORBES RD LAGUNA NIGUEL, CA 949-348-9600 Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA Fees ($) I Add'I Fees ($) I Total ($) Balance L132 about:blank 1/1 \: F.M.ril~ql - - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name : Marbrisa Sales Bldg. / Basement Building : FP-2 Location : 1595 Marbrisa Circle, Carlsbad, CA 92008 System Remote Area #1 Contract Data File : Marbrisa Sales Basement.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Marbrisa Sales Bldg. / Basement HYDRAULIC CALCULATIONS for Project name: Marbrisa Resort-Sales Bldg.(Basement) Location: 1595 Marbrisa Circle, Carlsbad, CA 92008 Drawing no: FP-2 Date: 8-2-13 Design Remote area number: Remote Area #1 Remote area location: Basement Occupancy classification: Ord. Hazard Grp-1 Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130- SqFt Type of sprinklers calculated: Upright sprk. No. of sprinklers calculated: 17 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): - GPM Type of system: Wet Sys. Volume of dry orpreaction system: N/A - Gal Water supply information Date: 4/8/13 Location: At Site Source: Per Carlsbad Fire Prevention Name of contractor: Southern California Fire Protection Address: 27665 Forbes Road, Suite 8, Laguna Niguel, CA Phone number: 949 348-9600 Name of designer: DNA Authority having jurisdiction: City of Carlsbad Fire Prevention Notes: (Include peaking information or gridded systems here.) Page 1 Date 8-2-13 5ç,4q4- Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Page 2 Marbrisa Basement Date 6-6-13 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : -0.650 C2- Residual Pressure: 18 D2 - System Flow : 371.8 C2 - Residual Flow : 2493.3 D2 - System Pressure : 55.694 Hose(Adj City) Hose ( Demand) : 250 D3 - System Demand : 621.8 Safety Margin : 24.636 150 140 130 p120 R° E10° 590 s 80 70 60 R DT 50 40 30 20 10 301P1600 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 Page 3 Marbrisa Basement Date 6-6-13 Fitting Legend Abbrev. Name % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 1 1 2 2 2 2 2 2 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 I NFPA1390 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000S5 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 / Flow Summary - STANDARD Page 4 Marbrisa Basement Date 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Fl 7.0 27.12 na F2 7.0 27.12 na F3 7.0 27.12 na F4 7.0 27.12 na F5 7.0 27.12 na F6 7.0 27.12 na F7 7.0 27.12 na F8 7.0 27.12 na F9 7.0 27.12 na F10 7.0 27.12 na Fli 7.0 27.12 na F12 7.0 27.12 na Ti 8.5 26.47 na T2 8.5 26.47 na T3 8.5 26.47 na T5 8.5 26.47 na T4 8.5 26.47 na T6 8.5 26.47 na 17 8.5 26.47 na T8 8.5 26.47 na T9 8.5 26.47 na C 8.5 26.47 na T12 8.5 26.47 na Til 8.5 26.47 na Al 8.5 26.47 na T10 8.5 26.47 na A2 8.5 26.47 na 51 8.5 26.47 na 52 8.5 26.47 na 53 8.5 26.47 na 54 8.5 26.47 na 55 8.5 26.47 na L4 8.5 26.47 na 60 8.5 26.58 na 59 8.5 26.72 na L7 8.5 27.05 na L10 -1.5 31.61 na Lii -1.5 31.84 na 58A 8.5 26.52 na 56 8.5 26.46 na L3 8.5 26.46 na 57 8.5 26.48 na 58 8.5 26.51 na L6 8.5 26.48 na 15 8.5 26.48 na 18 -1.5 30.81 na 81 -1.5 5.6 12.13 na 19.5 0.15 130 7.0 132 -1.5 5.6 12.91 na 20.12 0.15 130 7.0 133 -1.5 5.6 16.07 na 22.45 0.15 130 7.0 134 -1.5 5.6 16.07 na 22.45 0.15 130 7.0 85 -1.5 5.6 15.63 na 22.14 0.15 130 7.0 136 -1.5 5.6 16.74 na 22.91 0.15 130 7.0 137 -1.5 5.6 13.76 na 20.77 0.15 130 7.0 138 -1.5 5.6 14.97 na 21.66 0.15 130 7.0 89 -1.5 5.6 15.7 na 22.19 0.15 130 7.0 1310 -1.5 5.6 16.91 na 23.03 0.15 130 7.0 Bil -1.5 5.6 15.23 na 21.85 0.15 130 7.0 812 -1.5 5.6 14.0 na 20.95 0.15 130 7.0 B13 -1.5 5.6 14.13 na 21.05 0.15 130 7.0 814 -1.5 5.6 13.33 na 20.44 0.15 50 7.0 815 -1.5 5.6 17.01 na 23.1 0.15 50 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flaw Summary - Standard Page 5 Marbrisa Basement Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. B16 -1.5 5.6 18.22 na 23.9 0.15 130 7.0 B17 -1.5 5.6 17.28 na 23.28 0.15 130 7.0 Ki -1.5 14.27 na 3 -1.5 17.79 na K6 -1.5 18.04 na K6A -1.5 19.41 na K2 -1.5 17.69 na K3 -1.5 17.7 na 4 -1.5 17.82 na K4 -1.5 17.98 na K4A -1.5 18.77 na K5 -1.5 19.25 na Si 34.0 15.29 na S2 34.0 15.29 na S3 34.0 15.3 na S4 34.0 15.3 na S5 34.0 15.31 na S6 34.0 15.31 na S7 34.0 15.3 na S8 34.0 15.3 na S9 34.0 15.3 na sio 34.0 15.3 na Sli 34.0 15.31 na S12 34.0 15.31 na S13 34.0 15.31 na Ji 34.0 15.29 na J2 34.0 15.3 na J3 34.0 15.31 na J19 34.0 15.33 na J2A 34.0 15.35 na J5A 34.0 15.35 na J12 34.0 15.33 na J4 34.0 15.31 na J5 34.0 15.31 na J6 34.0 15.3 na J7 34.0 15.3 na J8 34.0 15.3 na J13 34.0 15.28 na J14 34.0 15.26 na J15 34.0 15.26 na J16 34.0 15.26 na J17 34.0 15.26 na J18 34.0 15.28 na Y 34.0 15.25 na X 34.0 15.26 na TRi 34.0 15.26 na TR2 34.0 15.25 na 66 8.5 26.3 na 68 8.5 26.18 na TR3 34.0 15.35 na TR4 34.0 15.35 na L2 8.5 26.43 na P1 23.0 20.04 na P2 23.0 20.04 na P3 23.0 20.04 na P4 23.0 20.04 na P5 23.0 20.04 na P7 23.0 20.04 na P8 23.0 20.04 na P27 23.0 20.04 na P25 23.0 20.04 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flaw Summary - Standard Page 6 Marbrisa Basement Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. P26 23.0 20.04 na P23 23.0 20.04 na hA 19.5 21.56 na 12A 19.5 21.56 na 13A 19.5 21.56 na 14A 19.5 21.56 na 15A 19.5 21.56 na 17A 19.5 21.56 na 16B 19.5 21.56 na 18A 19.5 21.56 na 27A 19.5 21.56 na 25A 19.5 21.56 na 26A 19.5 21.56 na 23A 19.5 21.56 na 22B 19.5 21.56 na 24A 19.5 21.56 na 11X 19.5 21.56 na 12)( 19.5 21.56 na 13X 19.5 21.56 na 14X 19.5 21.56 na 15X 19.5 21.56 na 20X 19.5 21.56 na 19X 19.5 21.56 na 18X 19.5 21.56 na 17X 19.5 21.56 na 17Y 19.5 21.56 na 16X 19.5 21.56 na 16Y 19.5 21.56 na 21X 19.5 21.56 na 23X 19.5 21.56 na 22X 19.0 21.77 na 24X 19.0 21.78 na 25 19.0 21.78 na 39A 19.0 21.85 na 39 19.0 21.8 na 39B 19.0 21.84 na 38 19.0 21.84 na 37 19.0 21.84 na 37A 19.0 21.85 na 37B 19.0 21.84 na 36 19.0 21.82 na 35 19.0 21.78 na 26 19.0 21.77 na 27 19.0 21.76 na 32 19.0 21.76 na 33 19.0 21.76 na 34 19.0 21.76 na 30 19.0 21.75 na 28 19.0 21.73 na 31 19.0 21.75 na 29 19.0 21.7 na Li 8.5 26.42 na 61 8.5 26.33 na 61A 8.5 26.33 na 62 8.5 26.32 na 63 8.5 26.3 na 69 8.5 26.31 na 67 8.5 26.25 na 70 8.5 26.29 na 71 8.5 26.29 na 72 8.5 26.29 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 7 Marbrisa Basement Date 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 64 8.5 26.3 na 65 8.5 26.29 na L9 -1.5 30.81 na L12 -1.5 30.65 na L13 -1.5 30.36 na 10 -1.5 30.66 na 11 -1.5 30.23 na 2 -1.5 31.48 na 5 -1.5 27.55 na 6 -1.5 28.49 na 7 -1.5 30.82 na 8 -1.5 32.02 na 9 -1.5 36.73 na 1 -1.5 39.07 na 12 -1.5 40.15 na BR -9.0 47.96 na UG3 -5.0 47.21 na UG -5.0 47.53 na UH -5.0 53.87 na UG1 -5.0 5456 na BD 3.0 51.28 na BS 3.0 53.95 na UG2 -5.0 57.6 na CIV 0.0 55.69 na 250.0 The maximum velocity is 24.14 and it occurs in the pipe between nodes 2 and 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 8 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Fl 0.0 1.08 1 2.305 1.500 27.115 to 120.0 0.0 2.305 -0.650 Ti 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 26.466 K Factor = 0 F2 0.0 1.08 1E 2.305 1.500 27.116 to 120.0 0.0 2.305 -0.650 T2 0.0 0.0 0.0 3.805 0.0 Vet = 0 0.0 0.0 26.466 K Factor = 0 F3 0.0 1.08 1E 2.305 1.500 27.116 to 120.0 0.0 2.305 -0.650 T3 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 26.467 K Factor = 0 F4 0.0 1.08 iT 5.762 1.500 27.118 to 120.0 0.0 5.762 -0.650 14 0.0 0.0 0.0 7.262 0.0 Vel = 0 0.0 0.0 26.468 K Factor = 0 F5 0.0 1.08 1E 2.305 1.500 27.118 to 120.0 0.0 2.305 -0.650 T5 0.0 0.0 0.0 3.805 0.0 Vet = 0 0.0 0.0 26.468 K Factor = 0 F6 0.0 1.08 1E 2.305 1.500 27.118 to 120.0 0.0 2.305 -0.650 16 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 26.469 K Factor = 0 F7 0.0 1.08 IT 5.762 1.500 27.118 to 120.0 0.0 5.762 -0.650 T7 0.0 0.0001 0.0 7.262 0.001 Vet = 0 0.0 0.0 26.469 K Factor = 0 F8 0.0 1.08 1E 2.305 1.500 27.118 to 120.0 0.0 2.305 -0.650 T8 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 26.469 K Factor = 0 F9 0.0 1.08 1 2.305 1.500 27.118 to 120.0 0.0 2.305 -0.650 T9 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 26.469 K Factor = 0 F10 0.0 1.08 1 5.762 1.500 27.116 to 120.0 0.0 5.762 -0.650 110 0.0 0.0 0.0 7.262 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 9 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 0.0 26.466 K Factor = 0 Eli 0.0 1.08 1E 2.305 1.500 27.116 to 120.0 0.0 2.305 -0.650 T11 0.0 0.0 0.0 3.805 0.0 Vel = 0 0.0 0.0 26.466 K Factor = 0 F12 0.0 1.08 iT 5.762 1.500 27.116 to 120.0 0.0 5.762 -0.650 112 0.0 0.0 0.0 7.262 0.0 Vel = 0 0.0 0.0 26.466 K Factor = 0 Ti 0.0 1.08 IT 5.762 7.170 26.466 to 120.0 0.0 5.762 0.0 51 0.0 0.0 0.0 12.932 0.0 Vel = 0 0.0 0.0 26.466 K Factor = 0 T2 0.0 1.08 IT 5.762 4.170 26.466 to 120.0 0.0 5.762 0.0 52 0.0 0.0 0.0 9.932 0.0 Vel = 0 0.0 0.0 26.466 K Factor = 0 T3 0.0 1.08 11 5.762 4.170 26.467 to 120.0 0.0 5.762 0.0 53 0.0 0.0 0.0 9.932 0.0 Vel = 0 0.0 0.0 26.467 K Factor = 0 T5 0.0 1.08 2E 4.61 6.210 26.468 to 120.0 0.0 4.610 0.0 T4 0.0 0.0 0.0 10.820 0.0 Vel = 0 T4 0.0 1.08 1E 2.305 11.420 26.468 to 120.0 11 5.762 8.067 0.0 54 0.0 0.0 0.0 19.487 0.0 Vel = 0 0.0 0.0 26.468 K Factor = 0 T6 0.0 1.08 iT 5.762 6.000 26.469 to 120.0 0.0 5.762 0.0 17 0.0 0.0 0.0 11.762 0.0 Vel = 0 17 0.0 1.08 IT 5.762 1.710 26.469 to 120.0 0.0 5.762 0.0 55 0.0 0.0 0.0 7.472 0.0 Vel = 0 0.0 0.0 26.469 K Factor = 0 T8 0.0 1.08 iT 5.762 7.170 26.469 to 120.0 0.0 5.762 0.0 C 0.0 0.0 0.0 12.932 0.0 Vel = 0 0.0 0.0 26.469 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 10 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "G.or Ftng's Pe Pv ******* Notes Point Qt PfJFt Eqv. Ln. Total Pf Pn T9 0.0 1.08 iT 5.762 2.670 26.469 to 120.0 0.0 5.762 0.0 C 0.0 0.0 0.0 8.432 0.0 Vel = 0 C 0.0 1.08 iT 5.762 5.850 26.469 to 120.0 0.0 5.762 0.0 55 0.0 0.0 0.0 11.612 0.0 Vel = 0 0.0 0.0 26.469 K Factor = 0 T12 0.0 1.08 1 2.305 12.120 26.466 to 120.0 0.0 2.305 0.0 Al 0.0 0.0 0.0 14.425 0.0 Vel = 0 0.0 0.0 26.466 K Factor = 0 Tll 0.0 1.08 0.0 2.000 26.466 to 120.0 0.0 0.0 0.0 Al 0.0 0.0 0.0 2.000 0.0 Vel = 0 Al 0.0 1.08 0.0 8.000 26.466 to 120.0 0.0 0.0 0.0 A2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 26.466 K Factor =0 TlO 0.0 1.08 IT 5.762 2.000 26.466 to 120.0 0.0 5.762 0.0 A2 0.0 0.0 0.0 7.762 0.0 Vel = 0 A2 0.0 1.08 1T 5.762 3.830 26.466 to 120.0 0.0 5.762 0.0 52 0.0 0.0 0.0 9.592 0.0 Vel = 0 0.0 0.0 26.466 K Factor = 0 51 1.35 1.682 0.0 5.000 26.466 to 120.0 0.0 0.0 0.0 52 1.35 0.0 0.0 5.000 0.0 Vel = 0.19 52 0.0 1.682 0.0 8.000 26.466 to 120.0 0.0 0.0 0.0 53 1.35 0.0001 0.0 8.000 0.001 Vel = 0.19 53 0.0 1.682 iT 9.9 4.750 26.467 to 120.0 0.0 9.900 0.0 54 1.35 0.0001 0.0 14.650 0.001 Vel = 0.19 54 0.0 1.682 0.0 9.080 26.468 to 120.0 0.0 0.0 0.0 55 1.35 0.0001 0.0 9.080 0.001 Vel = 0.19 55 0.0 1.682 iT 9.9 19.040 26.469 to 120.0 0.0 9.900 0.0 L4 1.35 0.0001 0.0 28.940 0.002 Vel = 0.19 L4 7.43 1.682 iT 9.9 29.080 26.471 to 120.0 0.0 9.900 0.0 60 8.78 0.0028 0.0 38.980 0.111 Vel = 1.27 60 0.0 1.682 21 19.799 23.370 26.582 to 120.0 1 4.95 24.749 0.0 59 8.78 0.0029 0.0 48.119 0.138 Vel = 1.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 11 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 59 12.82 1.682 2E 9.9 12.170 26.720 to 120.0 0.0 9.900 0.0 L7 21.6 0.0150 0.0 22.070 0.332 Vel = 3.12 L7 0.0 1.682 IE 4.95 10.000 27.052 to 120.0 0.0 4.950 4.331 LiD 21.6 0.0151 0.0 14.950 0.225 Vel = 3.12 LID 0.0 1.682 IT 9.9 5.330 31.608 to 120.0 0.0 9.900 0.0 LII 21.6 0.0150 0.0 15.230 0.229 VeI= 3.12 Lii 0.0 1.682 IT 9.9 2.330 31.837 to 120.0 0.0 9.900 0.0 8 21.6 0.0150 0.0 12.230 0.184 Vel = 3.12 0.0 21.60 32.021 K Factor = 3.82 59 -12.82 1.682 IT 9.9 25.040 26.720 to 120.0 0.0 9.900 0.0 58A -12.82 -0.0058 0.0 34.940 -0.201 Vet = 1.85 58A 0.0 1.682 0.0 2.000 26.519 to 120.0 0.0 0.0 0.0 58 -12.82 -0.0055 0.0 2.000 -0.011 Vet = 1.85 0.0 -12.82 26.508 K Factor= -2.49 51 -1.35 1.682 iT 9.9 10.750 26.466 to 120.0 0.0 9.900 0.0 56 -1.35 -0.0001 0.0 20.650 -0.002 Vet = 0.19 56 0.0 1.682 iT 9.9 28.130 26.464 to 120.0 0.0 9.900 0.0 L3 -1.35 -0.0001 0.0 38.030 -0.004 Vet = 0.19 L3 6.72 1.682 iF 2.475 19.000 26.460 to 120.0 0.0 2.475 0.0 57 5.37 0.0012 0.0 21.475 0.025 Vet = 0.78 57 0.0 1.682 IT 9.9 10.080 26.485 to 120.0 0.0 9.900 0.0 58 5.37 0.0012 0.0 19.980 0.023 Vet = 0.78 58 -12.81 1.682 iT 9.9 3.670 26.508 to 120.0 0.0 9.900 0.0 L6 -7.44 -0.0021 0.0 13.570 -0.029 Vel = 1.07 L6 8.65 1.682 1E 4.95 4.250 26.479 to 120.0 0.0 4.950 0.0 L5 1.21 0.0001 0.0 9.200 0.001 Vet = 0.17 L5 0.0 1.682 1E 4.95 10.000 26.480 to 120.0 0.0 4.950 4.331 L8 1.21 0.0001 0.0 14.950 0.001 Vet = 0.17 L8 0.0 1.682 1E 4.95 15.750 30.812 to 120.0 iT 9.9 14.850 0.0 L9 1.21 0.0001 0.0 30.600 0.002 Vet = 0.17 0.0 1.21 30.814 K Factor = 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 12 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Bi 19.50 1.08 2E 4.61 9.500 12.125 K Factor =5.60 to 120.0 IT 5.762 10.372 0.0 Kl 19.5 0.1078 0.0 19.872 2.142 Vel = 6.83 0.0 19.50 14.267 K Factor = 5.16 B2 20.12 1.08 2E 4.61 1.500 12.911 K Factor =5.60 to 120.0 IT 5.762 10.372 0.0 Ki 20.12 0.1142 0.0 11.872 1.356 VeI= 7.05 0.0 20.12 14.267 K Factor = 5.33 63 22.45 1.08 1E 2.305 3.540 16.072 K Factor =5.60 to 120.0 11 5.762 8.067 0.0 K2 22.45 0.1398 0.0 11.607 1.623 Vel = 7.86 0.0 22.45 17.695 K Factor = 5.34 B4 22.45 1.08 1 2.305 3.540 16.072 K Factor =5.60 to 120.0 IT 5.762 8.067 0.0 K3 22.45 0.1399 0.0 11.607 1.624 Vel = 7.86 0.0 22.45 17.696 K Factor = 5.34 B5 22.14 1.08 1E 2.305 9.210 15.630 K Factor =5.60 to 120.0 IT 5.762 8.067 0.0 K4 22.14 0.1363 0.0 17.277 2.355 Vel = 7.75 0.0 22.14 17.985 KFactor= 5.22 B6 22.91 1.08 1E 2.305 9.210 16.738 K Factor = 5.60 to 120.0 IT 5.762 8.067 0.0 K5 22.91 0.1452 0.0 17.277 2.508 Vel = 8.02 0.0 22.91 19.246 K Factor = 5.22 B7 20.77 1.08 0.0 10.000 13.756 K Factor =5.60 to 120.0 0.0 0.0 0.0 B8 20.77 0.1211 0.0 10.000 1.211 Vel= 7.27 68 21.66 1.08 IT 5.762 1.000 14.967 K Factor =5.60 to 120.0 0.0 5.762 0.0 K6 42.43 0.4540 0.0 6.762 3.070 Vel = 14.86 0.0 42.43 18.037 KFactor= 9.99 B9 22.19 1.08 1E 2.305 9.000 15.702 K Factor =5.60 to 120.0 1 5.762 8.067 0.0 K6 22.19 0.1368 0.0 17.067 2.335 Vel= 7.77 0.0 22.19 18.037 K Factor = 5.22 810 23.03 1.08 IT 5.762 9.000 16.909 K Factor =5.60 to 120.0 1E 2.305 8.067 0.0 K6A 23.03 0.1466 0.0 17.067 2.502 Vel = 8.07 0.0 23.03 19.411 K Factor = 5.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 13 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BI1 42.80 1.08 IT 5.762 1.000 15.227 K Factor =5.60 to 120.0 1E 2.305 8.067 0.0 K6A 42.8 0.4615 0.0 9.067 4.184 Vel = 14.99 0.0 42.80 19.411 K Factor = 9.71 812 20.95 1.08 0.0 10.000 13.996 K Factor =5.60 to 120.0 0.0 0.0 0.0 B11 20.95 0.1231 0.0 10.000 1.231 Vet = 7.34 0.0 20.95 15.227 K Factor = 5.37 B13 41.49 1.08 iT 5.762 0.790 14.127 K Factor = 5.60 to 120.0 1E 2.305 8.067 0.0 K4 41.49 0.4356 0.0 8.857 3.858 Vet = 14.53 0.0 41.49 17.985 K Factor = 9.78 814 20.44 1.08 1E 2.305 4.500 13.326 K Factor =5.60 to 120.0 0.0 2.305 0.0 B13 20.44 0.1177 0.0 6.805 0.801 VeI= 7.16 0.0 20.44 14.127 K Factor = 5.44 B15 23.10 1.08 1 5.762 6.160 17.015 K Factor =5.60 to 120.0 0.0 5.762 0.0 K4A 23.1 0.1474 0.0 11.922 1.757 Vet = 8.09 0.0 23.10 18.772 KFactor= 5.33 B16 23.90 1.08 1 5.762 0.790 18.218 K Factor = 5.60 to 120.0 0.0 5.762 0.0 K5 23.9 0.1569 0.0 6.552 1.028 Vel = 8.37 0.0 23.90 19.246 K Factor = 5.45 B17 23.28 1.08 1 2.305 1.290 17.281 K Factor =5.60 to 120.0 0.0 2.305 0.0 4 23.28 0.1497 0.0 3.595 0.538 Vet = 8.15 0.0 23.28 17.819 K Factor = 5.51 Ki 39.62 1.08 IT 5.762 3.040 14.267 to 120.0 0.0 5.762 0.0 3 39.62 0.3999 0.0 8.802 3.520 Vel = 13.88 3 20.22 2.157 0.0 8.460 17.787 to 120.0 0.0 0.0 0.0 K6 59.84 0.0296 0.0 8.460 0.250 Vel = 5.25 K6 64.63 2.157 0.0 12.000 18.037 to 120.0 0.0 0.0 0.0 K6A 124.47 0.1145 0.0 12.000 1.374 Vel= 10.93 K6A 65.83 2.157 iT 12.307 35.750 19.411 to 120.0 0.0 12.307 0.0 2 190.3 0.2511 0.0 48.057 12.065 Vet = 16.71 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 14 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C., or Ring's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 190.30 31.476 K Factor = 33.92 3 -20.22 2.157 iT 12.307 11.000 17.787 to 120.0 0.0 12.307 0.0 K2 -20.22 -0.0039 0.0 23.307 -0.092 Vet = 1.78 K2 22.45 2.157 0.0 10.000 17.695 to 120.0 0.0 0.0 0.0 K3 2.23 0.0001 0.0 10.000 0.001 Vet = 0.20 K3 22.45 2.157 iT 12.307 9.210 17.696 to 120.0 0.0 12.307 0.0 4 24.68 0.0057 0.0 21.517 0.123 Vel = 2.17 4 23.28 2.157 0.0 8.460 17.819 to 120.0 0.0 0.0 0.0 K4 47.96 0.0196 0.0 8.460 0.166 Vel = 4.21 K4 63.63 2.157 0.0 8.420 17.985 to 120.0 0.0 0.0 0.0 K4A 111.59 0.0935 0.0 8.420 0.787 Vet = 9.80 K4A 23.10 2.157 0.0 3.580 18.772 to 120.0 0.0 0.0 0.0 KS 134.69 0.1324 0.0 3.580 0.474 Vet = 11.83 K5 46.81 2.157 IT 12.307 23.790 19.246 to 120.0 0.0 12.307 0.0 5 181.5 0.2300 0.0 36.097 8.303 Vet = 15.94 0.0 181.50 27.549 KFactor= 34.58 Si 0.0 1.08 1E 2.305 10.000 15.290 to 120.0 0.0 2.305 0.0 S2 0.0 0.0 0.0 12.305 0.0 Vel = 0 S2 0.0 1.08 iT 5.762 0.960 15.290 to 120.0 0.0 5.762 0.0 Ji 0.0 0.0 0.0 6.722 0.0 Vel = 0 0.0 0.0 15.290 K Factor = 0 S3 0.0 1.08 1E 2.305 10.000 15.298 to 120.0 0.0 2.305 0.0 S4 0.0 0.0 0.0 12.305 0.0 Vel = 0 S4 0.0 1.08 iT 5.762 0.960 15.298 to 120.0 0.0 5.762 0.0 J2 0.0 0.0 0.0 6.722 0.0 Vel = 0 0.0 0.0 15.298 K Factor = 0 S5 0.0 1.08 1E 2.305 10.000 15.307 to 120.0 0.0 2.305 0.0 S6 0.0 0.0 0.0 12.305 0.0 Vet = 0 S6 0.0 1.08 IT 5.762 0.960 15.307 to 120.0 0.0 5.762 0.0 J3 0.0 0.0 0.0 6.722 0.0 Vet = 0 0.0 0.0 15.307 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 15 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S7 0.0 1.08 1E 2.305 10.000 15.300 to 120.0 0.0 2.305 0.0 S8 0.0 0.0 0.0 12.305 0.0 Vel = 0 S8 0.0 1.08 11 5.762 1.000 15.300 to 120.0 0.0 5.762 0.0 J8 0.0 0.0 0.0 6.762 0.0 Vel = 0 0.0 0.0 15.300 K Factor =0 S9 0.0 1.08 1E 2.305 1.040 15.302 to 120.0 IT 5.762 8.067 0.0 J7 0.0 0.0 0.0 9.107 0.0 Vel = 0 0.0 0.0 15.302 K Factor =0 S10 0.0 1.08 2T 11.524 4.170 15.304 to 120.0 0.0 11.524 0.0 J6 0.0 0.0 0.0 15.694 0.0 Vel = 0 0.0 0.0 15.304 K Factor =0 SIb 0.0 1.08 1 2.305 1.040 15.306 to 120.0 IT 5.762 8.067 0.0 J5 0.0 0.0 0.0 9.107 0.0 Vel = 0 0.0 0.0 15.306 K Factor =0 S12 0.0 1.08 IT 5.762 10.000 15.307 to 120.0 0.0 5.762 0.0 S13 0.0 0.0 0.0 15.762 0.0 Vel = 0 S13 0.0 1.08 IT 5.762 1.000 15.307 to 120.0 0.0 5.762 0.0 J4 0.0 0.0 0.0 6.762 0.0 Vel = 0 0.0 0.0 15.307 K Factor =0 Ji 2.81 1.442 0.0 11.040 15.290 to 120.0 0.0 0.0 0.0 J2 2.81 0.0007 0.0 11.040 0.008 Vel = 0.55 J2 0.0 1.442 0.0 12.080 15.298 to 120.0 0.0 0.0 0.0 J3 2.81 0.0007 0.0 12.080 0.009 Vel = 0.55 J3 0.0 1.442 IF 1.239 30.920 15.307 to 120.0 0.0 1.239 0.0 J19 2.81 0.0007 0.0 32.159 0.023 Vel = 0.55 J19 0.0 1.442 IT 7.432 21.210 15.330 to 120.0 0.0 7.432 0.0 J2A 2.81 0.0007 0.0 28.642 0.021 Vel = 0.55 J2A -0.46 1.682 IE 4.95 0.500 15.351 to 120.0 0.0 4.950 0.0 TR3 2.35 0.0002 0.0 5.450 0.001 Vel = 0.34 0.0 2.35 15.352 K Factor = 0.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 16 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J2A 0.46 1.442 iT 7.432 25.920 15.351 to 120.0 0.0 7.432 0.0 J5A 0.46 0.0 0.0 33.352 0.001 Vel = 0.09 J5A 2.38 1.682 IE 4.95 0.500 15.352 to 120.0 0.0 4.950 0.0 TR4 2.84 0.0004 0.0 5.450 0.002 Vel = 0.41 0.0 2.84 15.354 K Factor = 0.72 J5A -2.38 1.442 IT 7.432 35.210 15.352 to 120.0 0.0 7.432 0.0 J12 -2.38 -0.0005 0.0 42.642 -0.023 Vel = 0.47 J12 0.0 1.442 IF 1.239 39.380 15.329 to 120.0 0.0 1.239 0.0 J4 -2.38 -0.0005 0.0 40.619 -0.022 Vel = 0.47 J4 0.0 1.442 0.0 1.210 15.307 to 120.0 0.0 0.0 0.0 J5 -2.38 -0.0008 0.0 1.210 -0.001 Vel = 0.47 J5 0.0 1.442 0.0 3.920 15.306 to 120.0 0.0 0.0 0.0 J6 -2.38 -0.0005 0.0 3.920 -0.002 Vel = 0.47 J6 0.0 1.442 0.0 4.460 15.304 to 120.0 0.0 0.0 0.0 J7 -2.38 -0.0004 0.0 4.460 -0.002 Vel = 0.47 J7 0.0 1.442 0.0 2.500 15.302 to 120.0 0.0 0.0 0.0 J8 -2.38 -0.0008 0.0 2.500 -0.002 Vel= 0.47 J8 0.0 1.442 1 1.239 37.880 15.300 to 120.0 0.0 11.239 0.0 J13 -2.38 -0.0005 0.0 39.119 -0.021 Vel = 0.47 J13 0.0 1.442 iT 7.432 22.710 15.279 to 120.0 0.0 7.432 0.0 J14 -2.38 -0.0005 0.0 30.142 -0.016 Vel = 0.47 J14 2.61 1.442 iT 7.432 12.190 15.263 to 120.0 0.0 7.432 0.0 J15 0.23 0.0 0.0 19.622 0.0 Vel = 0.05 J15 0.0 1.442 1 3.716 27.670 15.263 to 120.0 0.0 3.716 0.0 J16 0.23 0.0 0.0 31.386 0.001 Vel= 0.05 J16 0.0 1.442 1T 7.432 12.330 15.264 to 120.0 0.0 7.432 0.0 J17 0.23 0.0 0.0 19.762 0.0 Vel = 0.05 J17 2.58 1.442 iT 7.432 8.330 15.264 to 120.0 0.0 7.432 0.0 J18 2.81 0.0007 0.0 15.762 0.011 Vel = 0.55 J18 0.0 1.442 1F 1.239 18.870 15.275 to 120.0 0.0 1.239 0.0 Ji 2.81 0.0007 0.0 20.109 0.015 Vel = 0.55 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 17 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2.81 15.290 KFactor= 0.72 J17 -2.57 1.442 iT 7.432 12.960 15.264 to 120.0 0.0 7.432 0.0 Y -2.57 -0.0006 0.0 20.392 -0.013 Vel = 0.50 Y -2.42 2.157 1E 6.153 1.000 15.251 to 120.0 0.0 6.153 0.0 TR2 -4.99 -0.0003 0.0 7.153 -0.002 Vet = 0.44 0.0 -4.99 15.249 K Factor = -1.28 J14 -2.62 1.442 iT 7.432 3.250 15.263 to 120.0 0.0 7.432 0.0 X -2.62 -0.0007 0.0 10.682 -0.007 Vet = 0.51 X 2.42 2.157 1E 6.153 1.000 15.256 to 120.0 0.0 6.153 0.0 TR1 -0.2 0.0 0.0 7.153 0.0 Vet = 0.02 0.0 -0.20 15.256 K Factor = -0.05 X -2.42 1.442 0.0 9.583 15.256 to 120.0 0.0 0.0 0.0 V -2.42 -0.0005 0.0 9.583 -0.005 Vet = 0.48 0.0 -2.42 15.251 K Factor = -0.62 TR1 -0.20 1.682 iT 9.9 25.500 15.256 to 120.0 0.0 9.900 6.496 31 -0.2 0.0 0.0 35.400 0.001 Vet = 0.03 0.0 -0.20 21.753 K Factor = -0.04 TR2 -4.99 1.682 1E 4.95 37.500 15.249 to 120.0 0.0 4.950 6.496 29 -4.99 -0.0010 0.0 42.450 -0.042 Vet = 0.72 0.0 -4.99 21.703 K Factor = -1.07 66 -5.32 1.682 11 9.9 0.960 26.305 to 120.0 0.0 9.900 0.0 65 -5.32 -0.0011 0.0 10.860 -0.012 Vet = 0.77 0.0 -5.32 26.293 KFactor= -1.04 68 13.98 1.682 IT 9.9 0.960 26.176 to 120.0 0.0 9.900 0.0 67 13.98 0.0067 0.0 10.860 0.073 Vet = 2.02 0.0 13.98 26.249 KFactor= 2.73 TR3 2.35 2.157 1E 6.153 15.000 15.352 to 120.0 0.0 6.153 6.496 39A 2.35 0.0001 0.0 21.153 0.003 Vet = 0.21 0.0 2.35 21.851 K Factor = 0.50 TR4 2.84 2.157 IE 6.153 15.000 15.354 to 120.0 0.0 6.153 6.496 37A 2.84 0.0001 0.0 21.153 0.003 Vet = 0.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 18 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 2.84 21.853 K Factor = 0.61 L2 7.43 1.682 1 4.95 3.750 26.432 to 120.0 IT 9.9 14.850 0.0 L4 7.43 0.0021 0.0 18.600 0.039 Vet = 1.07 0.0 7.43 26.471 K Factor = 1.44 P1 0.0 1.08 1 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 hA 0.0 0.0 0.0 5.805 0.0 Vel =0 0.0 0.0 21.559 K Factor =0 P2 0.0 1.08 1 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 I2A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 21.559 K Factor =0 P3 0.0 1.08 1E 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 13A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 21.559 K Factor =0 P4 0.0 1.08 1 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 14A 0.0 -0.0002 0.0 5.805 -0.001 Vet = 0 0.0 0.0 21.558 K Factor = 0 P5 0.0 1.08 iT 5.762 3.500 20.043 to 120.0 0.0 5.762 1.516 15A 0.0 -0.0001 0.0 9.262 -0.001 Vet = 0 0.0 0.0 21.558 K Factor =0 P7 0.0 1.08 1E 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 17A 0.0 -0.0002 0.0 5.805 -0.001 Vel = 0 0.0 0.0 21.558 K Factor =0 P8 0.0 1.08 1T 5.762 3.500 20.043 to 120.0 0.0 5.762 1.516 18A 0.0 -0.0001 0.0 9.262 -0.001 Vel = 0 0.0 0.0 21.558 K Factor =0 P27 0.0 1.08 1E 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 27A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 21.559 K Factor =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 19 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P25 0.0 1.08 1E 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 25A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 21.559 K Factor =0 P26 0.0 1.08 1 5.762 3.500 20.043 to 120.0 0.0 5.762 1.516 26A 0.0 0.0 0.0 9.262 0.0 Vet = 0 0.0 0.0 21.559 K Factor =0 P23 0.0 1.08 1E 2.305 3.500 20.043 to 120.0 0.0 2.305 1.516 23A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 21.559 K Factor =0 hA 0.0 1.08 IT 5.762 2.290 21.559 to 120.0 0.0 5.762 0.0 lix 0.0 0.0 0.0 8.052 0.0 Vet = 0 0.0 0.0 21.559 K Factor =0 12A 0.0 1.08 1 5.762 2.290 21.559 to 120.0 0.0 5.762 0.0 12X 0.0 0.0 0.0 8.052 0.0 Vet = 0 0.0 0.0 21.559 K Factor =0 13A 0.0 1.08 1 5.762 2.290 21.559 to 120.0 0.0 5.762 0.0 13X 0.0 0.0 0.0 8.052 0.0 Vet = 0 0.0 0.0 21.559 K Factor =0 14A 0.0 1.08 1 2.305 8.790 21.558 to 120.0 0.0 2.305 0.0 15A 0.0 0.0 0.0 11.095 0.0 Vet = 0 15A 0.0 1.08 IT 5.762 3.710 21.558 to 120.0 0.0 5.762 0.0 14X 0.0 0.0 0.0 9.472 0.0 Vet = 0 0.0 0.0 21.558 K Factor =0 17A 0.0 1.08 IT 5.762 3.330 21.558 to 120.0 0.0 5.762 0.0 16B 0.0 0.0 0.0 9.092 0.0 Vet = 0 16B 0.0 1.08 1E 2.305 7.210 21.558 to 120.0 0.0 2.305 0.0 18A 0.0 0.0 0.0 9.515 0.0 Vel = 0 18A 0.0 1.08 IT 5.762 3.710 21.558 to 120.0 0.0 5.762 0.0 15X 0.0 0.0 0.0 9.472 0.0 Vet = 0 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 20 Marbrisa Basement Date 6-6-13 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 21.558 K Factor =0 27A 0.0 1.08 11 5.762 2.580 21.559 to 120.0 0.0 5.762 0.0 20X 0.0 0.0 0.0 8.342 0.0 Vel = 0 0.0 0.0 21.559 K Factor = 0 25A 0.0 1.08 1 2.305 8.833 21.559 to 120.0 0.0 2.305 0.0 26A 0.0 0.0 0.0 11.138 0.0 Vel = 0 26A 0.0 1.08 iT 5.762 3.210 21.559 to 120.0 0.0 5.762 0.0 19X 0.0 0.0 0.0 8.972 0.0 Vel = 0 0.0 0.0 21.559 K Factor =0 23A 0.0 1.08 1E 2.305 3.330 21.559 to 120.0 iT 5.762 8.067 0.0 22B 0.0 0.0 0.0 11.397 0.0 Vel = 0 22B 0.0 1.08 0.0 7.250 21.559 to 120.0 0.0 0.0 0.0 24A 0.0 0.0 0.0 7.250 0.0 Vel = 0 24A 0.0 1.08 iT 5.762 3.210 21.559 to 120.0 0.0 5.762 0.0 18X 0.0 0.0 0.0 8.972 0.0 Vel = 0 0.0 0.0 21.559 K Factor =0 11X -0.63 2.157 0.0 12.000 21.559 to 120.0 0.0 0.0 0.0 12X -0.63 0.0 0.0 12.000 0.0 Vel = 0.06 12X 0.0 2.157 0.0 8.790 21.559 to 120.0 0.0 0.0 0.0 13X -0.63 0.0 0.0 8.790 0.0 Vel = 0.06 13X 0.0 2.157 iE 6.153 15.420 21.559 to 120.0 0.0 6.153 0.0 14X -0.63 0.0 0.0 21.573 -0.001 Vel = 0.06 14X 0.0 2.157 0.0 11.750 21.558 to 120.0 0.0 0.0 0.0 15X -0.63 0.0 0.0 11.750 0.0 Vel = 0.06 15X 0.0 2.157 0.0 11.460 21.558 to 120.0 0.0 0.0 0.0 16X -0.63 0.0 0.0 11.460 0.0 Vel = 0.06 0.0 -0.63 21.558 KFactor= -0.14 lix 0.63 2.157 1E 6.153 12.540 21.559 to 120.0 0.0 6.153 0.0 20X 0.63 0.0 0.0 18.693 0.0 Vel = 0.06 20X 0.0 2.157 0.0 7.420 21.559 to 120.0 0.0 0.0 0.0 19X 0.63 0.0 0.0 7.420 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 21 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 19X 0.0 2.157 0.0 11.750 21.559 to 120.0 0.0 0.0 0.0 18X 0.63 0.0 0.0 11.750 0.0 Vel = 0.06 IBX 0.0 2.157 0.0 11.460 21.559 to 120.0 0.0 0.0 0.0 17X 0.63 0.0 0.0 11.460 0.0 Vel = 0.06 17X 0.0 2.157 0.0 12.920 21.559 to 120.0 0.0 0.0 0.0 17Y 0.63 0.0 0.0 12.920 0.0 Vel = 0.06 17Y 1.08 2.157 2E 12.307 16.130 21.559 to 120.0 0.0 12.307 0.0 23X 1.71 0.0 0.0 28.437 0.001 Vel = 0.15 0.0 1.71 21.560 K Factor = 0.37 17Y -1.08 2.157 2T 24.613 32.710 21.559 to 120.0 0.0 24.613 0.0 16Y -1.08 0.0 0.0 57.323 -0.001 Vel = 0.09 0.0 -1.08 21.558 KFactor= -0.23 16X -0.63 2.157 iT 12.307 12.920 21.558 to 120.0 0.0 12.307 0.0 16Y -0.63 0.0 0.0 25.227 0.0 Vel = 0.06 16Y -1.08 2.157 2E 12.307 15.830 21.558 to 120.0 0.0 12.307 0.0 21X -1.71 0.0 0.0 28.137 -0.001 Vel = 0.15 21X 0.0 2.157 1E 6.153 0.500 21.557 to 120.0 0.0 6.153 0.217 22X -1.71 -0.0002 0.0 6.653 -0.001 Vel = 0.15 0.0 -1.71 21.773 K Factor = -0.37 23X 1.71 2.157 1E 6.153 0.500 21.560 to 120.0 0.0 6.153 0.217 24X 1.71 0.0 0.0 6.653 0.0 Vel = 0.15 0.0 1.71 21.777 K Factor = 0.37 22X -1.71 2.157 iT 12.307 21.040 21.773 to 120.0 0.0 12.307 0.0 26 -1.71 0.0 0.0 33.347 -0.001 Vel = 0.15 0.0 -1.71 21.772 KFactor= -0.37 24X 1.71 2.157 1 12.307 21.040 21.777 to 120.0 0.0 12.307 0.0 25 1.71 0.0 0.0 33.347 0.001 Vel = 0.15 25 -5.46 2.157 0.0 37.630 21.778 to 120.0 0.0 0.0 0.0 26 -3.75 -0.0002 0.0 37.630 -0.006 Vel = 0.33 0.0 -3.75 21.772 KFactor= -0.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Filial Calculations - Hazen-Williams Page 22 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 25 5.45 1.682 0.0 18.170 21.778 to 120.0 0.0 0.0 0.0 39 5.45 0.0012 0.0 18.170 0.022 Vel = 0.79 0.0 5.45 21.800 KFactor= 1.17 39A -4.38 1.682 IE 4.95 3.250 21.851 to 120.0 IT 9.9 14.850 0.0 39B -4.38 -0.0008 0.0 18.100 -0.015 Vet = 0.63 0.0 -4.38 21.836 KFactor= -0.94 39 5.45 1.682 IT 9.9 18.460 21.800 to 120.0 IF 2.475 12.375 0.0 39B 5.45 0.0012 0.0 30.835 0.036 Vet = 0.79 39B -4.37 1.682 IT 9.9 8.580 21.836 to 120.0 0.0 9.900 0.0 38 1.08 0.0001 0.0 18.480 0.001 Vet = 0.16 38 0.0 1.682 2E 9.9 27.500 21.837 to 120.0 IT 9.9 19.800 0.0 37 1.08 0.0001 0.0 47.300 0.003 Vet = 0.16 37 0.0 1.682 IT 9.9 7.630 21.840 to 120.0 0.0 9.900 0.0 37B 1.08 0.0001 0.0 17.530 0.001 Vel = 0.16 0.0 1.08 21.841 K Factor= 0.23 37A -4.59 1.682 IT 9.9 3.420 21.853 to 120.0 0.0 9.900 0.0 37B -4.59 -0.0009 0.0 13.320 -0.012 Vet = 0.66 37B 1.08 1.682 0.0 38.000 21.841 to 120.0 0.0 0.0 0.0 36 -3.51 -0.0005 0.0 38.000 -0.020 Vet = 0.51 36 0.0 1.682 1 I 2.475 84.250 21.821 to 120.0 0.0 2.475 0.0 35 -3.51 -0.0005 0.0 86.725 -0.045 Vet = 0.51 35 0.0 1.682 IT 9.9 24.710 21.776 to 120.0 IF 2.475 12.375 0.0 34 -3.51 -0.0005 0.0 37.085 -0.019 Vet = 0.51 0.0 -3.51 21.757 K Factor = -0.75 26 -5.45 2.157 IT 12.307 27.833 21.772 to 120.0 1 2.461 14.768 0.0 27 -5.45 -0.0004 0.0 42.601 -0.015 Vet = 0.48 27 5.21 1.682 IT 9.9 20.920 21.757 to 120.0 0.0 9.900 0.0 32 -0.24 0.0 0.0 30.820 0.0 Vet = 0.03 32 0.0 1.682 IT 9.9 29.040 21.757 to 120.0 1E 4.95 14.850 0.0 33 -0.24 0.0 0.0 43.890 0.0 Vet = 0.03 33 0.0 1.682 IT 9.9 20.870 21.757 to 120.0 0.0 9.900 0.0 34 -0.24 0.0 0.0 30.770 0.0 Vet = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 23 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 -0.24 21.757 KFactor= -0.05 27 -5.21 1.682 iT 9.9 17.870 21.757 to 120.0 0.0 9.900 0.0 28 -5.21 -0.0011 0.0 27.770 -0.030 Vel = 0.75 0.0 -5.21 21.727 KFactor= -1.12 34 -3.76 1.682 iT 9.9 1.583 21.757 to 120.0 0.0 9.900 0.0 30 -3.76 -0.0006 0.0 11.483 -0.007 Vel = 0.54 30 -4.23 1.682 0.0 9.580 21.750 to 120.0 0.0 0.0 0.0 28 -7.99 -0.0024 0.0 9.580 -0.023 Vel = 1.15 0.0 -7.99 21.727 KFactor= -1.71 30 4.23 2.157 iT 12.307 1.000 21.750 to 120.0 0.0 12.307 0.0 31 4.23 0.0002 0.0 13.307 0.003 Vel = 0.37 0.0 4.23 21.753 K Factor = 0.91 28 -13.20 2.157 iT 12.307 1.000 21.727 to 120.0 0.0 12.307 0.0 29 -13.2 -0.0018 0.0 13.307 -0.024 Vel = 1.16 0.0 -13.20 21.703 KFactor= -2.83 31 4.03 2.157 IT 12.307 10.500 21.753 to 120.0 0.0 12.307 4.548 66 4.03 0.0002 0.0 22.807 0.004 Vel = 0.35 0.0 4.03 26.305 K Factor= 0.79 29 -18.19 2.157 IT 12.307 10.500 21.703 to 120.0 0.0 12.307 4.548 68 -18.19 -0.0033 0.0 22.807 -0.075 Vel = 1.60 0.0 -18.19 26.176 KFactor= -3.56 37A 7.43 1.682 IE 4.95 10.500 21.853 to 120.0 0.0 4.950 4.548 L2 7.43 0.0020 0.0 15.450 0.031 Vel = 1.07 0.0 7.43 26.432 K Factor = 1.45 39A 6.72 1.682 1E 4.95 10.500 21.851 to 120.0 0.0 4.950 4.548 Li 6.72 0.0017 0.0 15.450 0.026 Vel = 0.97 Li 0.0 1.682 1E 4.95 5.540 26.425 to 120.0 iT 9.9 14.850 0.0 L3 6.72 0.0017 0.0 20.390 0.035 Vel = 0.97 0.0 6.72 26.460 K Factor= 1.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 24 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn L6 -8.66 1.682 iT 9.9 43.540 26.479 to 120.0 0.0 9.900 0.0 61 -8.66 -0.0028 0.0 53.440 -0.148 Vet = 1.25 61 5.67 1.682 0.0 2.000 26.331 to 120.0 0.0 0.0 0.0 61A -2.99 -0.0005 0.0 2.000 -0.001 Vel = 0.43 61A 0.0 1.682 1E 4.95 27.040 26.330 to 120.0 0.0 4.950 0.0 62 -2.99 -0.0004 0.0 31.990 -0.012 Vet = 0.43 62 0.0 1.682 1E 4.95 28.790 26.318 to 120.0 0.0 4.950 0.0 63 -2.99 -0.0004 0.0 33.740 -0.013 Vet = 0.43 63 0.0 1.682 iT 9.9 13.380 26.305 to 120.0 0.0 9.900 0.0 64 -2.99 -0.0004 0.0 23.280 -0.009 Vel = 0.43 0.0 -2.99 26.296 K Factor= -0.58 61 -5.67 1.682 IF 2.475 11.210 26.331 to 120.0 0.0 2.475 0.0 69 -5.67 -0.0012 0.0 13.685 -0.017 Vel = 0.82 69 0.0 1.682 iT 9.9 6.710 26.314 to 120.0 0.0 9.900 0.0 70 -5.67 -0.0013 0.0 16.610 -0.021 Vet = 0.82 0.0 -5.67 26.293 KFactor= -1.11 67 6.28 1.682 iT 9.9 18.580 26.249 to 120.0 0.0 9.900 0.0 70 6.28 0.0015 0.0 28.480 0.044 Vel = 0.91 70 -5.67 1.682 iT 9.9 42.080 26.293 to 120.0 iE 4.95 14.850 0.0 71 0.61 0.0 0.0 56.930 0.001 Vet = 0.09 71 0.0 1.682 iT 9.9 31.540 26.294 to 120.0 0.0 9.900 0.0 72 0.61 0.0 0.0 41.440 0.001 Vet = 0.09 72 0.0 1.682 iT 9.9 42.080 26.295 to 120.0 0.0 9.900 0.0 64 0.61 0.0 0.0 51.980 0.001 Vet = 0.09 64 -2.98 1.682 iT 9.9 3.380 26.296 to 120.0 0.0 9.900 0.0 65 -2.37 -0.0002 0.0 13.280 -0.003 Vet = 0.34 65 -5.32 1.682 11 9.9 9.580 26.293 to 120.0 0.0 9.900 0.0 67 -7.69 -0.0023 0.0 19.480 -0.044 Vet= 1.11 0.0 -7.69 26.249 KFactor= -1.50 L9 1.21 1.682 iT 9.9 2.830 30.814 to 120.0 0.0 9.900 0.0 7 1.21 0.0001 0.0 12.730 0.001 Vet = 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 25 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1.21 30.815 K Factor = 0.22 66 9.35 2.157 1E 6.153 10.000 26.305 to 120.0 0.0 6.153 4.331 L12 9.35 0.0009 0.0 16.153 0.015 Vet = 0.82 0.0 9.35 30.651 K Factor = 1.69 68 -32.16 2.157 1E 6.153 10.000 26.176 to 120.0 0.0 6.153 4.331 L13 -32.16 -0.0093 0.0 16.153 -0.151 Vet = 2.82 0.0 -32.16 30.356 K Factor = -5.84 L12 9.35 2.157 iT 12.307 1.000 30.651 to 120.0 0.0 12.307 0.0 10 9.35 0.0010 0.0 13.307 0.013 Vet = 0.82 0.0 9.35 30.664 K Factor = 1.69 L13 -32.16 2.157 iT 12.307 1.000 30.356 to 120.0 0.0 12.307 0.0 11 -32.16 -0.0094 0.0 13.307 -0.125 Vet = 2.82 0.0 -32.16 30.231 K Factor = -5.85 10 -75.27 2.157 0.0 9.583 30.664 to 120.0 0.0 0.0 0.0 11 -75.27 -0.0452 0.0 9.583 -0.433 Vet = 6.61 0.0 -75.27 30.231 K Factor = -13.69 10 8462 2.157 IT 12.307 2.170 30.664 to 120.0 0.0 12.307 0.0 2 84.62 0.0561 0.0 14.477 0.812 Vet = 7.43 0.0 84.62 31.476 K Factor = 15.08 11 -107.44 2.157 iT 12.307 18.460 30.231 to 120.0 0.0 12.307 0.0 5 -107.44 -0.0872 0.0 30.767 -2.682 Vet = 9.43 0.0 -107.44 27.549 K Factor = -20.47 2 274.92 2.157 1 12.307 3.000 31.476 to 120.0 0.0 12.307 0.0 1 274.92 0.4958 0.0 15.307 7.589 Vet = 24.14 0.0 274.92 39.065 K Factor = 43.99 5 74.06 2.157 1 I 2.461 19.080 27.549 to 120.0 0.0 2.461 0.0 6 74.06 0.0438 0.0 21.541 0.944 Vet = 6.50 6 0.0 2.157 iT 12.307 40.710 28.493 to 120.0 0.0 12.307 0.0 7 74.06 0.0438 0.0 53.017 2.322 Vet = 6.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 26 Marbrisa Basement Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 1.22 2.157 iF 2.461 24.250 30.815 to 120.0 0.0 2.461 0.0 8 75.28 0.0451 0.0 26.711 1.206 Vet = 6.61 8 21.60 2.157 IE 6.153 59.210 32.021 to 120.0 0.0 6.153 0.0 9 96.88 0.0720 0.0 65.363 4.706 Vet = 8.51 9 0.0 2.157 iT 12.307 20.170 36.727 to 120.0 0.0 12.307 0.0 1 96.88 0.0720 0.0 32.477 2.338 Vet = 8.51 1 274.92 4.26 2E 26.334 8.000 39.065 to 120.0 0.0 26.334 0.0 12 371.8 0.0315 0.0 34.334 1.082 Vet = 8.37 12 0.0 4.26 lFsp 0.0 7.500 40.147 to 120.0 1E 13.167 42.135 6.248 * Fixed loss = 3 BR 371.8 0.0315 1S 28.968 49.635 1.565 Vet = 8.37 BR 0.0 4.26 2E 26.334 5.000 47.960 to 120.0 0.0 26.334 -1.732 UG3 371.8 0.0315 0.0 31.334 0.987 Vet = 8.37 UG3 0.0 4.1 0.0 11.000 47.215 to 140.0 0.0 0.0 0.0 UG 371.8 0.0285 0.0 11.000 0.314 Vel= 9.04 UG 0.0 3.5 iT 15.282 100.000 47.529 to 150.0 1 1.528 16.810 0.0 UH 371.8 0.0543 0.0 116.810 6.343 Vel= 12.40 UH 0.0 5.153 4E 38.266 45.000 53.872 to 150.0 0.0 38.267 0.0 UGI 371.8 0.0083 0.0 83.267 0.688 Vet = 5.72 UGi 0.0 6.16 2E 40.168 7.000 54.560 to 140.0 0.0 40.168 -3.465 BD 371.8 0.0039 0.0 47.168 0.185 Vet = 4.00 BD 0.0 6.16 iZaf 0.0 3.000 51.280 to 140.0 0.0 0.0 2.656 * Fixed loss = 2.656 BS 371.8 0.0040 0.0 3.000 0.012 Vet = 4.00 BS 0.0 6.16 2E 40.168 7.000 53.948 to 140.0 0.0 40.168 3.465 UG2 371.8 0.0039 0.0 47.168 0.185 Vet = 4.00 UG2 0.0 5.153 iE 9.567 20.000 57.598 to 150.0 1G 2.05 11.617 -2.166 CIV 371.8 0.0083 0.0 31.617 0.262 Vet = 5.72 250.00 Qa = 250.00 621.80 55.694 KFactor= 83.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design I ill I 0 0(l) .0 . (( ,_ , Uj .- ' oc In >- - 0 cO : 0 cI ø cts - c C 0 > — dØ c • SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name : Marbrisa Sales Bldg. I Carport Building : FP-2 Location : 1595 MARBRISA CIRCLE, CARLSBAD, CA System : Remote Area #2 Contract : N/A Data File : Marbrisa Sales Carport.WXF AS 13,9en Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Mrbrisa Sales Bldg. I Carport Date 8-2-13 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-SALES BLDG. (CARPORT CALC.) Location: 1595 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-2 Date: 8-2-13 Design Remote area number: Remote Area #2 Remote area location: CARPORT Occupancy classification: ORD. HAZARD, GRP-1 Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 11 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 5t7.03 -GPM @'79,1,6.f. Psi Type of system: WET SYSTEM Volume of dry 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 PROTECTION, INC. Address: 27665 FORBES RD., SUITE 8, LAGUNA NIGUEL, CA Phone number: 949-378-9600 Name of designer: D.N.A. Authority ha ving 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) Page 2 Marbrisa Porte Cochere Date 6-6-13 City Water Supply: Demand: Cl - Static pressure : 85.5 Dl - Elevation : 9.961 C2 - Residual Pressure: 18 D2 - System Flow : 267.029 C2 - Residual Flow : 2493.3 D2 - System Pressure : 78.165 Hose(Adj City) Hose ( Demand) : 250 03 - System Demand : 517.029 Safety Margin : 3.660 150 140 130 p120 R° E10° S 90 s 80 U 70 R6OL E5° 40 -- 30 -- _ 20 10 U —. 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 Page 3 Marbrisa Porte Cochere Date 6-6-13 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA I39OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow, 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 1 1 2 2 2 2 2 2 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 I NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units 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 / Flow Summary - STANDARD Page 4 Marbrisa Porte Cochere Date 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 7.0 52.17 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 51.52 na 8.5 52.54 na 8.5 53.81 na 8.5 54.87 na -1.5 59.92 na -1.5 60.65 na 8.5 53.66 na 8.5 51.52 na 8.5 51.52 na 8.5 52.62 na 8.5 53.65 na 8.5 54.04 na 8.5 54.37 na -1.5 59.25 na -1.5 62.04 na -1.5 62.04 na -1.5 61.78 na -1.5 61.66 na -1.5 61.33 na -1.5 61.19 na -1.5 62.14 na -1.5 62.14 na -1.5 62.14 na -1.5 62.04 na -1.5 62.04 na -1.5 62.14 na -1.5 62.27 na -1.5 61.78 na -1.5 61.66 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 5 Marbrisa Porte Cochere Date 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 4 -1.5 61.42 na K4 -1.5 61.33 na MA -1.5 61.23 na K5 -1.5 61.19 na Si 34.0 40.3 na S2 34.0 40.3 na S3 34.0 40.13 na S4 34.0 40.13 na S5 34.0 39.95 na S6 34.0 39.95 na S7 34.0 40.31 na S8 34.0 40.31 na S9 34.0 40.29 na S10 34.0 40.25 na Sil 34.0 40.22 na S12 34.0 40.21 na S13 34.0 40.21 na 11 34.0 40.3 na J2 34.0 40.13 na J3 34.0 39.95 na J19 34.0 39.46 na J2A 34.0 39.03 na J5A 34.0 39.51 na J12 34.0 39.87 na J4 34.0 40.21 na J5 34.0 40.22 na J6 34.0 40.25 na J7 34.0 40.29 na J8 34.0 40.31 na J13 34.0 40.64 na J14 34.0 40.9 na J15 34.0 40.88 na J16 34.0 40.86 na J17 34.0 40.84 na J18 34.0 40.6 na Y 34.0 41.04 na X 34.0 41.04 na TR1 34.0 41.06 na TR2 34.0 41.05 na 66 8.5 53.99 na 68 8.5 53.97 na TR3 34.0 38.89 na TR4 34.0 39.51 na L2 8.5 50.99 na P1 23.0 8 11.22 na 26.8 0.15 130 7.0 P2 23.0 8 11.2 na 26.77 0.15 130 7.0 P3 23.0 8 11.21 na 26.78 0.15 130 7.0 P4 23.0 8 7.29 na 21.59 0.15 130 7.0 P5 23.0 8 8.15 na 22.84 0.15 130 7.0 P7 23.0 8 7.0 na 21.17 0.15 130 7.0 P8 23.0 8 8.65 na 23.53 0.15 130 7.0 P27 23.0 8 11.42 na 27.03 0.15 130 7.0 P25 23.0 8 7.59 na 22.05 0.15 130 7.0 P26 23.0 8 8.5 na 23.32 0.15 130 7.0 P23 23.0 8 9.88 na 25.15 0.15 130 7.0 hA 19.5 13.87 na 12A 19.5 13.84 na 13A 19.5 13.85 na 14A 19.5 9.56 na 15A 19.5 11.0 na 17A 19.5 9.24 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 6 Marbnsa Porte Cochere Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 16B 19.5 10.38 na 18A 19.5 11.58 na 27A 19.5 14.08 na 25A 19.5 9.89 na 26A 19.5 11.4 na 23A 19.5 12.4 na 22B 19.5 14.37 na 24A 19.5 15.62 na lix 19.5 15.43 na 12X 19.5 15.4 na 13X 19.5 15.41 na 14X 19.5 15.69 na 15X 19.5 16.31 na 20X 19.5 15.72 na 19X 19.5 16.01 na 18X 19.5 17.17 na 17X 19.5 18.8 na 17Y 19.5 20.64 na 16X 19.5 17.67 na 16Y 19.5 20.67 na 21X 19.5 24.4 na 23X 19.5 24.28 na 22X 19.0 25.5 na 24X 19.0 25.35 na 25 19.0 29.62 na 39A 19.0 45.23 na 39 19.0 34.53 na 39B 19.0 42.87 na 38 19.0 43.5 na 37 19.0 45.11 na 37A 19.0 46.01 na 37B 19.0 45.71 na 36 19.0 45.78 na 35 19.0 45.93 na 26 19.0 29.92 na 27 19.0 38.05 na 32 19.0 40.38 na 33 19.0 43.68 na 34 19.0 46.0 na 30 19.0 47.09 na 28 19.0 46.91 na 31 19.0 47.8 na 29 19.0 47.72 na Li 8.5 50.53 na 61 8.5 54.0 na 61A 8.5 54.0 na 62 8.5 54.0 na 63 8.5 54.0 na 69 8.5 54.0 na 67 8.5 53.99 na 70 8.5 53.99 na 71 8.5 53.99 na 72 8.5 53.99 na 64 8.5 53.99 na 65 8.5 53.99 na L9 -1.5 60.36 na L12 -1.5 59.52 na L13 -1.5 59.4 na 10 -1.5 60.5 na ii -1.5 60.29 na 2 -1.5 62.82 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 7 Marbrisa Porte Cochere Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 5 -1.5 60.78 na 6 -1.5 60.79 na 7 -1.5 60.83 na 8 -1.5 61.23 na 9 -1.5 64.72 na 1 -1.5 66.45 na 12 -1.5 67.04 na BR -9.0 74.13 na UG3 -5.0 72.94 na UG -5.0 73.3 na UH -5.0 76.74 na UG1 -5.0 77.12 na BD 3.0 73.75 na BS 3.0 76.62 na UG2 -5.0 80.19 na CIV 0.0 78.16 na 250.0 The maximum velocity is 16.25 and it occurs in the pipe between nodes 27 and 28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 8 Marbnsa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Fl 0.0 1.08 IE 2.305 1.500 52.171 to 120.0 0.0 2.305 -0.650 Ti 0.0 0.0 0.0 3.805 0.0 Vel = 0 0.0 0.0 51.521 K Factor =0 F2 0.0 1.08 1E 2.305 1.500 52.170 to 120.0 0.0 2.305 -0.650 T2 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 51.521 K Factor =0 F3 0.0 1.08 1E 2.305 1.500 52.170 to 120.0 0.0 2.305 -0.650 T3 0.0 0.0 0.0 3.805 0.0 Vel = 0 0.0 0.0 51.520 K Factor = 0 F4 0.0 1.08 1 5.762 1.500 52.169 to 120.0 0.0 5.762 -0.650 14 0.0 0.0 0.0 7.262 0.0 Vet = 0 0.0 0.0 51.519 K Factor =0 F5 0.0 1.08 1E 2.305 1.500 52.169 to 120.0 0.0 2.305 -0.650 15 0.0 0.0 0.0 3.805 0.0 Vet = 0 0.0 0.0 51.519 K Factor =0 F6 0.0 1.08 1E 2.305 1.500 52.168 to 120.0 0.0 2.305 -0.650 T6 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 51.519 K Factor =0 F7 0.0 1.08 iT 5.762 1.500 52.168 to 120.0 0.0 5.762 -0.650 17 0.0 0.0001 0.0 7.262 0.001 Vet = 0 0.0 0.0 51.519 K Factor =0 F8 0.0 1.08 1E 2.305 1.500 52.168 to 120.0 0.0 2.305 -0.650 18 0.0 0.0003 0.0 3.805 0.001 Vel = 0 0.0 0.0 51.519 K Factor =0 F9 0.0 1.08 1 2.305 1.500 52.168 to 120.0 0.0 2.305 -0.650 T9 0.0 0.0003 0.0 3.805 0.001 Vel = 0 0.0 0.0 - 51.519 K Factor =0 F10 0.0 1.08 1 5.762 1.500 52.170 to 120.0 0.0 5.762 -0.650 110 0.0 0.0001 0.0 7.262 0.001 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 9 Marbnsa Porte Cochere Date 6-6-13 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 0.0 51.521 K Factor =0 F11 0.0 1.08 1E 2.305 1.500 52.170 to 120.0 0.0 2.305 -0.650 T11 0.0 0.0003 0.0 3.805 0.001 Vel = 0 0.0 0.0 51.521 K Factor =0 F12 0.0 1.08 IT 5.762 1.500 52.170 to 120.0 0.0 5.762 -0.650 T12 0.0 0.0001 0.0 7.262 0.001 Vel = 0 0.0 0.0 51.521 K Factor =0 Ti 0.0 1.08 1 5.762 7.170 51.521 to 120.0 0.0 5.762 0.0 51 0.0 0.0 0.0 12.932 0.0 Vel = 0 0.0 0.0 51.521 K Factor =0 T2 0.0 1.08 IT 5.762 4.170 51.521 to 120.0 0.0 5.762 0.0 52 0.0 0.0 0.0 9.932 0.0 Vel = 0 0.0 0.0 51.521 K Factor =0 T3 0.0 1.08 1 5.762 4.170 51.520 to 120.0 0.0 5.762 0.0 53 0.0 0.0 0.0 9.932 0.0 Vel = 0 0.0 0.0 51.520 K Factor =0 T5 0.0 1.08 2E 4.61 6.210 51.519 to 120.0 0.0 4.610 0.0 T4 0.0 0.0 0.0 10.820 0.0 Vel = 0 T4 0.0 1.08 1E 2.305 11.420 51.519 to 120.0 IT 5.762 8.067 0.0 54 0.0 0.0 0.0 19.487 0.0 Vel = 0 0.0 0.0 51.519 K Factor =0 T6 0.0 1.08 iT 5.762 6.000 51.519 to 120.0 0.0 5.762 0.0 17 0.0 0.0 0.0 11.762 0.0 Vel = 0 17 0.0 1.08 iT 5.762 1.710 51.519 to 120.0 0.0 5.762 0.0 55 0.0 0.0 0.0 7.472 0.0 Vel = 0 0.0 0.0 51.519 K Factor =0 T8 0.0 1.08 1 5.762 7.170 51.519 to 120.0 0.0 5.762 0.0 C 0.0 0.0 0.0 12.932 0.0 Vel = 0 0.0 0.0 51.519 K Factor =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 10 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T9 0.0 1.08 iT 5.762 2.670 51.519 to 120.0 0.0 5.762 0.0 C 0.0 0.0 0.0 8.432 0.0 Vel = 0 C 0.0 1.08 iT 5.762 5.850 51.519 to 120.0 0.0 5.762 0.0 55 0.0 0.0 0.0 11.612 0.0 Vel =0 0.0 0.0 51.519 K Factor =0 T12 0.0 1.08 1 2.305 12.120 51.521 to 120.0 0.0 2.305 0.0 Al 0.0 0.0 0.0 14.425 0.0 Vel = 0 0.0 0.0 51.521 K Factor =0 Tll 0.0 1.08 0.0 2.000 51.521 to 120.0 0.0 0.0 0.0 Al 0.0 0.0 0.0 2.000 0.0 Vel = 0 Al 0.0 1.08 0.0 8.000 51.521 to 120.0 0.0 0.0 0.0 A2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 51.521 K Factor =0 T10 0.0 1.08 iT 5.762 2.000 51.521 to 120.0 0.0 5.762 0.0 A2 0.0 0.0 0.0 7.762 0.0 Vet = 0 A2 0.0 1.08 iT 5.762 3.830 51.521 to 120.0 0.0 5.762 0.0 52 0.0 0.0 0.0 9.592 0.0 Vet = 0 0.0 0.0 51.521 K Factor =0 51 -1.08 1.682 0.0 5.000 51.521 to 120.0 0.0 0.0 0.0 52 -1.08 0.0 0.0 5.000 0.0 Vet = 0.16 52 0.0 1.682 0.0 8.000 51.521 to 120.0 0.0 0.0 0.0 53 -1.08 -0.0001 0.0 8.000 -0.001 Vet = 0.16 53 0.0 1.682 iT 9.9 4.750 51.520 to 120.0 0.0 9.900 0.0 54 -1.08 -0.0001 0.0 14.650 -0.001 Vel = 0.16 54 0.0 1.682 0.0 9.080 51.519 to 120.0 0.0 0.0 0.0 55 -1.08 0.0 0.0 9.080 0.0 Vel= 0.16 55 0.0 1.682 IT 9.9 19.040 51.519 to 120.0 0.0 9.900 0.0 L4 -1.08 -0.0001 0.0 28.940 -0.002 Vet = 0.16 L4 30.32 1.682 IT 9.9 29.080 51.517 to 120.0 0.0 9.900 0.0 60 29.24 0.0263 0.0 38.980 1.027 Vet = 4.22 60 0.0 1.682 2T 19.799 23.370 52.544 to 120.0 1E 4.95 24.749 0.0 59 29.24 0.0264 0.0 48.119 1.268 Vet = 4.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 11 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 59 11.16 1.682 2E 9.9 12.170 53.812 to 120.0 0.0 9.900 0.0 L7 40.4 0.0479 0.0 22.070 1.058 Vel = 5.83 L7 0.0 1.682 1E 4.95 10.000 54.870 to 120.0 0.0 4.950 4.331 L10 40.4 0.0480 0.0 14.950 0.717 Vet = 5.83 L10 0.0 1.682 iT 9.9 5.330 59.918 to 120.0 0.0 9.900 0.0 LII 40.4 0.0479 0.0 15.230 0.730 Vet = 5.83 LII 0.0 1.682 IT 9.9 2.330 60.648 to 120.0 0.0 9.900 0.0 8 40.4 0.0479 0.0 12.230 0.586 Vet = 5.83 0.0 40.40 61.234 K Factor = 5.16 59 -11.16 1.682 iT 9.9 25.040 53.812 to 120.0 0.0 9.900 0.0 58A -11.16 -0.0044 0.0 34.940 -0.155 Vet = 1.61 58A 0.0 1.682 0.0 2.000 53.657 to 120.0 0.0 0.0 0.0 58 -11.16 -0.0045 0.0 2.000 -0.009 Vet = 1.61 0.0 -11.16 53.648 KFactor= -1.52 51 1.08 1.682 iT 9.9 10.750 51.521 to 120.0 0.0 9.900 0.0 56 1.08 0.0 0.0 20.650 0.001 Vet= 0.16 56 0.0 1.682 IT 9.9 28.130 51.522 to 120.0 0.0 9.900 0.0 L3 1.08 0.0001 0.0 38.030 0.002 Vet = 0.16 L3 40.80 1.682 IF 2.475 19.000 51.524 to 120.0 0.0 2.475 0.0 57 41.88 0.0513 0.0 21.475 1.101 Vet = 6.05 57 0.0 1.682 iT 9.9 10.080 52.625 to 120.0 0.0 9.900 0.0 58 41.88 0.0512 0.0 19.980 1.023 Vet = 6.05 58 -11.16 1.682 iT 9.9 3.670 53.648 to 120.0 0.0 9.900 0.0 L6 30.72 0.0289 0.0 13.570 0.392 Vet = 4.44 L6 4.07 1.682 1E 4.95 4.250 54.040 to 120.0 0.0 4.950 0.0 L5 34.79 0.0364 0.0 9.200 0.335 Vet = 5.02 L5 0.0 1.682 IE 4.95 10.000 54.375 to 120.0 0.0 4.950 4.331 L8 34.79 0.0364 0.0 14.950 0.544 Vet = 5.02 L8 0.0 1.682 iE 4.95 15.750 59.250 to 120.0 iT 9.9 14.850 0.0 L9 34.79 0.0363 0.0 30.600 1.112 Vet = 5.02 0.0 34.79 60.362 K Factor = 4.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final -Calculations - Hazen-Williams Page 12 Marbnsa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Bi 0.0 1.08 2E 4.61 9.500 62.041 to 120.0 iT 5.762 10.372 0.0 Ki 0.0 0.0 0.0 19.872 0.0 Vel = 0 0.0 0.0 62.041 K Factor =0 B2 0.0 1.08 2E 4.61 1.500 62.041 to 120.0 IT 5.762 10.372 0.0 Ki 0.0 0.0 0.0 11.872 0.0 Vel = 0 0.0 0.0 62.041 K Factor =0 B3 0.0 1.08 1 2.305 3.540 61.777 to 120.0 1 5.762 8.067 0.0 K2 0.0 0.0 0.0 11.607 0.0 Vet = 0 0.0 0.0 61.777 K Factor = 0 B4 0.0 1.08 1E 2.305 3.540 61.664 to 120.0 IT 5.762 8.067 0.0 K3 0.0 0.0 0.0 11.607 0.0 Vet = 0 0.0 0.0 61.664 K Factor =0 B5 0.0 1.08 1E 2.305 9.210 61.326 to 120.0 IT 5.762 8.067 0.0 K4 0.0 0.0 0.0 17.277 0.0 Vel = 0 0.0 0.0 61.326 K Factor =0 B6 0.0 1.08 1E 2.305 9.210 61.190 to 120.0 iT 5.762 8.067 0.0 K5 0.0 0.0 0.0 17.277 0.0 Vel = 0 0.0 0.0 61.190 K Factor =0 67 0.0 1.08 0.0 10.000 62.137 to 120.0 0.0 0.0 0.0 B8 0.0 0.0 0.0 10.000 0.0 Vet = 0 B8 0.0 1.08 iT 5.762 1.000 62.137 to 120.0 0.0 5.762 0.0 K6 0.0 0.0 0.0 6.762 0.0 Vet = 0 0.0 0.0 62.137 K Factor =0 B9 0.0 1.08 1E 2.305 9.000 62.137 to 120.0 1 5.762 8.067 0.0 K6 0.0 0.0 0.0 17.067 0.0 Vet = 0 0.0 0.0 62.137 K Factor =0 Ki 0.0 1.08 iT 5.762 3.040 62.041 to 120.0 0.0 5.762 0.0 3 0.0 0.0 0.0 8.802 0.0 Vel = 0 3 35.61 2.157 0.0 8.460 62.041 to 120.0 0.0 0.0 0.0 K6 35.61 0.0113 0.0 8.460 0.096 Vel = 3.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 13 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K6 0.0 2.157 0.0 12.000 62.137 to 120.0 0.0 0.0 0.0 K6A 35.61 0.0113 0.0 12.000 0.135 Vel= 3.13 K6A 0.0 2.157 iT 12.307 35.750 62.272 to 120.0 0.0 12.307 0.0 2 35.61 0.0113 0.0 48.057 0.544 Vel = 3.13 0.0 35.61 62.816 K Factor = 4.49 3 -35.61 2.157 iT 12.307 11.000 62.041 to 120.0 0.0 12.307 0.0 K2 -35.61 -0.0113 0.0 23.307 -0.264 Vel = 3.13 K2 0.0 2.157 0.0 10.000 61.777 to 120.0 0.0 0.0 0.0 K3 -35.61 -0.0113 0.0 10.000 -0.113 Vel = 3.13 K3 0.0 2.157 IT 12.307 9.210 61.664 to 120.0 0.0 12.307 0.0 4 -35.61 -0.0113 0.0 21.517 -0.243 Vel = 3.13 4 0.0 2.157 0.0 8.460 61.421 to 120.0 0.0 0.0 0.0 K4 -35.61 -0.0112 0.0 8.460 -0.095 Vel = 3.13 K4 0.0 2.157 0.0 8.420 61.326 to 120.0 0.0 0.0 0.0 MA -35.61 -0.0114 0.0 8.420 -0.096 Vel = 3.13 MA 0.0 2.157 0.0 3.580 61.230 to 120.0 0.0 0.0 0.0 K5 -35.61 -0.0112 0.0 3.580 -0.040 Vel = 3.13 K5 0.0 2.157 iT 12.307 23.790 61.190 to 120.0 0.0 12.307 0.0 5 -35.61 -0.0113 0.0 36.097 -0.408 Vel = 3.13 0.0 -35.61 60.782 K Factor= -4.57 Sl 0.0 1.08 1E 2.305 10.000 40.296 to 120.0 0.0 2.305 0.0 S2 0.0 0.0 0.0 12.305 0.0 Vel = 0 S2 0.0 1.08 iT 5.762 0.960 40.296 to 120.0 0.0 5.762 0.0 Ji 0.0 0.0 0.0 6.722 0.0 Vel = 0 0.0 0.0 40.296 K Factor = 0 S3 0.0 1.08 1 2.305 10.000 40.129 to 120.0 0.0 2.305 0.0 S4 0.0 0.0 0.0 12.305 0.0 Vel = 0 S4 0.0 1.08 iT 5.762 0.960 40.129 to 120.0 0.0 5.762 0.0 J2 0.0 0.0 0.0 6.722 0.0 Vel = 0 0.0 0.0 40.129 K Factor =0 S5 0.0 1.08 1E 2.305 10.000 39.947 to 120.0 0.0 2.305 0.0 S6 0.0 0.0 0.0 12.305 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 14 Marbnsa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt N/Ft Eqv. Ln. Total Pf Pn S6 0.0 1.08 iT 5.762 0.960 39.947 to 120.0 0.0 5.762 0.0 J3 0.0 0.0 0.0 6.722 0.0 Vel = 0 0.0 0.0 39.947 K Factor = 0 S7 0.0 1.08 1E 2.305 10.000 40.313 to 120.0 0.0 2.305 0.0 S8 0.0 0.0 0.0 12.305 0.0 Vel = 0 S8 0.0 1.08 iT 5.762 1.000 40.313 to 120.0 0.0 5.762 0.0 J8 0.0 0.0 0.0 6.762 0.0 Vel = 0 0.0 0.0 40.313 K Factor =0 S9 0.0 1.08 1E 2.305 1.040 40.292 to 120.0 IT 5.762 8.067 0.0 J7 0.0 0.0 0.0 9.107 0.0 Vel = 0 0.0 0.0 40.292 K Factor =0 SIO 0.0 1.08 2T 11.524 4.170 40.254 to 120.0 0.0 11.524 0.0 J6 0.0 0.0 0.0 15.694 0.0 Vel = 0 0.0 0.0 40.254 K Factor = 0 Sil 0.0 1.08 1 2.305 1.040 40.221 to 120.0 IT 5.762 8.067 0.0 J5 0.0 0.0 0.0 9.107 0.0 Vel = 0 0.0 0.0 40.221 K Factor =0 S12 0.0 1.08 1 5.762 10.000 40.210 to 120.0 0.0 5.762 0.0 S13 0.0 0.0 0.0 15.762 0.0 Vel = 0 S13 0.0 1.08 iT 5.762 1.000 40.210 to 120.0 0.0 5.762 0.0 J4 0.0 0.0 0.0 6.762 0.0 Vel = 0 0.0 0.0 40.210 K Factor =0 11 -14.44 1.442 0.0 11.040 40.296 to 120.0 0.0 0.0 0.0 J2 -14.44 -0.0151 0.0 11.040 -0.167 Vel= 2.84 J2 0.0 1.442 0.0 12.080 40.129 to 120.0 0.0 0.0 0.0 J3 -14.44 -0.0151 0.0 12.080 -0.182 Vel = 2.84 J3 0.0 1.442 1 1.239 30.920 39.947 to 120.0 0.0 1.239 0.0 Jig -14.44 -0.0151 0.0 32.159 -0.487 Vel = 2.84 J19 0.0 1.442 iT 7.432 21.210 39.460 to 120.0 0.0 7.432 0.0 J2A -14.44 -0.0152 0.0 28.642 -0.434 Vel = 2.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 15 Marbnsa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J2A -14.08 1.682 1E 4.95 0.500 39.026 to 120.0 0.0 4.950 0.0 TR3 -28.52 -0.0251 0.0 5.450 -0.137 Vel = 4.12 0.0 -28.52 38.889 K Factor= -4.57 J2A 14.07 1.442 iT 7.432 25.920 39.026 to 120.0 0.0 7.432 0.0 J5A 14.07 0.0144 0.0 33.352 0.481 Vel = 2.76 J5A -10.54 1.682 1 4.95 0.500 39.507 to 120.0 0.0 4.950 0.0 TR4 3.53 0.0006 0.0 5.450 0.003 Vel = 0.51 0.0 3.53 39.510 K Factor= 0.56 J5A 10.54 1.442 IT 7.432 35.210 39.507 to 120.0 0.0 7.432 0.0 J12 10.54 0.0085 0.0 42.642 0.361 Vel = 2.07 J12 0.0 1.442 iF 1.239 39.380 39.868 to 120.0 0.0 1.239 0.0 J4 10.54 0.0084 0.0 40.619 0.342 Vel = 2.07 J4 0.0 1.442 0.0 1.210 40.210 to 120.0 0.0 0.0 0.0 J5 10.54 0.0091 0.0 1.210 0.011 VeI= 2.07 J5 0.0 1.442 0.0 3.920 40.221 to 120.0 0.0 0.0 0.0 J6 10.54 0.0084 0.0 3.920 0.033 Vel = 2.07 J6 0.0 1.442 0.0 4.460 40.254 to 120.0 0.0 0.0 0.0 J7 10.54 0.0085 0.0 4.460 0.038 Vel = 2.07 J7 0.0 1.442 0.0 2.500 40.292 to 120.0 0.0 0.0 0.0 J8 10.54 0.0084 0.0 2.500 0.021 Vel = 2.07 J8 0.0 1.442 IF 1.239 37.880 40.313 to 120.0 0.0 1.239 0.0 J13 10.54 0.0084 0.0 39.119 0.330 VeI= 2.07 J13 0.0 1.442 IT 7.432 22.710 40.643 to 120.0 0.0 7.432 0.0 J14 10.54 0.0085 0.0 30.142 0.255 Vel = 2.07 J14 -13.53 1.442 IT 7.432 12.190 40.898 to 120.0 0.0 7.432 0.0 J15 -2.99 -0.0009 0.0 19.622 -0.017 Vel = 0.59 J15 0.0 1.442 IE 3.716 27.670 40.881 to 120.0 0.0 3.716 0.0 J16 -2.99 -0.0008 0.0 31.386 -0.025 Vel = 0.59 J16 0.0 1.442 iT 7.432 12.330 40.856 to 120.0 0.0 7.432 0.0 J17 -2.99 -0.0009 0.0 19.762 -0.017 Vel = 0.59 J17 -11.45 1.442 iT 7.432 8.330 40.839 to 120.0 0.0 7.432 0.0 J18 -14.44 -0.0151 0.0 15.762 -0.238 Vel = 2.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 16 Marbnsa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J18 0.0 1.442 iF 1.239 18.870 40.601 to 120.0 0.0 1.239 0.0 Ji -14.44 -0.0152 0.0 20.109 -0.305 Vet = 2.84 0.0 -14.44 40.296 K Factor= -2.27 J17 11.45 1.442 IT 7.432 12.960 40.839 to 120.0 0.0 7.432 0.0 V 11.45 0.0099 0.0 20.392 0.201 Vel = 2.25 V -0.81 2.157 1E 6.153 1.000 41.040 to 120.0 0.0 6.153 0.0 TR2 10.64 0.0013 0.0 7.153 0.009 Vet = 0.93 0.0 10.64 41.049 KFactor= 1.66 J14 13.53 1.442 iT 7.432 3.250 40.898 to 120.0 0.0 7.432 0.0 X 13.53 0.0134 0.0 10.682 0.143 Vet = 2.66 X 0.81 2.157 IE 6.153 1.000 41.041 to 120.0 0.0 6.153 0.0 TR1 14.34 0.0021 0.0 7.153 0.015 Vet = 1.26 0.0 14.34 41.056 KFactor= 2.24 X -0.81 1.442 0.0 9.583 41.041 to 120.0 0.0 0.0 0.0 V -0.81 -0.0001 0.0 9.583 -0.001 Vet = 0.16 0.0 -0.81 41.040 K Factor = -0.13 TR1 14.34 1.682 IT 9.9 25.500 41.056 to 120.0 0.0 9.900 6.496 31 14.34 0.0071 0.0 35.400 0.250 Vet = 2.07 0.0 14.34 47.802 KFactor= 2.07 TR2 10.64 1.682 IE 4.95 37.500 41.049 to 120.0 0.0 4.950 6.496 29 10.64 0.0041 0.0 42.450 0.173 Vet = 1.54 0.0 10.64 47.718 K Factor = 1.54 66 -1.32 1.682 iT 9.9 0.960 53.994 to 120.0 0.0 9.900 0.0 65 -1.32 -0.0001 0.0 10.860 -0.001 Vet = 0.19 0.0 -1.32 53.993 K Factor = -0.18 68 5.40 1.682 IT 9.9 0.960 53.974 to 120.0 0.0 9.900 0.0 67 5.4 0.0011 0.0 10.860 0.012 Vet = 0.78 0.0 5.40 53.986 K Factor= 0.73 TR3 -28.52 2.157 IE 6.153 15.000 38.889 to 120.0 0.0 6.153 6.496 39A -28.52 -0.0075 0.0 21.153 -0.158 Vet = 2.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finat Calculations - Hazen-Williams Page 17 Marbrisa Porte Cochere Date 6-6-13 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 -28.52 45.227 K Factor= -4.24 TR4 3.53 2.157 1E 6.153 15.000 39.510 to 120.0 0.0 6.153 6.496 37A 3.53 0.0002 0.0 21.153 0.004 Vel = 0.31 0.0 3.53 46.010 K Factor = 0.52 L2 30.32 1.682 1E 4.95 3.750 50.993 to 120.0 IT 9.9 14.850 0.0 L4 30.32 0.0282 0.0 18.600 0.524 Vel = 4.38 0.0 30.32 51.517 K Factor = 4.22 P1 26.80 1.08 1 E 2.305 3.500 11.224 K Factor = 8.00 to 120.0 0.0 2.305 1.516 hA 26.8 0.1940 0.0 5.805 1.126 VeI= 9.39 0.0 26.80 13.866 K Factor = 7.20 P2 26.77 1.08 1 E 2.305 3.500 11.200 K Factor = 8.00 to 120.0 0.0 2.305 1.516 12A 26.77 0.1936 0.0 5.805 1.124 Vel = 9.38 0.0 26.77 13.840 K Factor= 7.20 P3 26.78 1.08 1 E 2.305 3.500 11.209 K Factor = 8.00 to 120.0 0.0 2.305 1.516 13A 26.78 0.1938 0.0 5.805 1.125 Vel = 9.38 0.0 26.78 13.850 K Factor = 7.20 P4 21.59 1.08 1E 2.305 3.500 7.286 K Factor =8.00 to 120.0 0.0 2.305 1.516 14A 21.59 0.1302 0.0 5.805 0.756 Vel = 7.56 0.0 21.59 9.558 K Factor = 6.98 P5 22.84 1.08 IT 5.762 3.500 8.149 K Factor =8.00 to 120.0 0.0 5.762 1.516 15A 22.84 0.1444 0.0 9.262 1.337 Vel= 8.00 0.0 22.84 11.002 KFactor= 6.89 P7 21.17 1.08 1E 2.305 3.500 7.000 K Factor = 8.00 to 120.0 0.0 2.305 1.516 17A 21.17 0.1254 0.0 5.805 0.728 Vel = 7.41 0.0 21.17 9.244 K Factor = 6.96 P8 23.53 1.08 1 5.762 3.500 8.649 K Factor =8.00 to 120.0 0.0 5.762 1.516 18A 23.53 0.1525 0.0 9.262 1.412 Vel = 8.24 0.0 23.53 11.577 K Factor = 6.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 18 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P27 27.03 1.08 IE 2.305 3.500 11.416 K Factor =8.00 to 120.0 0.0 2.305 1.516 27A 27.03 0.1972 0.0 5.805 1.145 Vet = 9.47 0.0 27.03 14.077 K Factor= 7.20 P25 22.05 1.08 1 E 2.305 3.500 7.594 K Factor = 8.00 to 120.0 0.0 2.305 1.516 25A 22.05 0.1351 0.0 5.805 0.784 Vet = 7.72 0.0 22.05 9.894 K Factor= 7.01 P26 23.32 1.08 IT 5.762 3.500 8.495 K Factor =8.00 to 120.0 0.0 5.762 1.516 26A 23.32 0.1500 0.0 9.262 1.389 Vel = 8.17 0.0 23.32 . 11.400 K Factor = 6.91 P23 25.15 1.08 1E 2.305 3.500 9.885 K Factor =8.00 to 120.0 0.0 2.305 1.516 23A 25.15 0.1724 0.0 5.805 1.001 Vet = 8.81 0.0 25.15 12.402 K Factor = 7.14 hA 26.80 1.08 IT 5.762 2.290 13.866 to 120.0 0.0 5.762 0.0 lix 26.8 0.1941 0.0 8.052 1.563 Vel = 9.39 0.0 26.80 15.429 K Factor = 6.82 12A 26.77 1.08 1 5.762 2.290 13.840 to 120.0 0.0 5.762 0.0 12X 26.77 0.1937 0.0 8.052 1.560 Vel = 9.38 0.0 26.77 15.400 K Factor = 6.82 13A 26.78 1.08 1 5.762 2.290 13.850 to 120.0 0.0 5.762 0.0 13X 26.78 0.1939 0.0 8.052 1.561 Vel = 9.38 0.0 26.78 15.411 K Factor = 6.82 14A 21.59 1.08 1 2.305 8.790 9.558 to 120.0 0.0 2.305 0.0 15A 21.59 0.1301 0.0 11.095 1.444 VeI= 7.56 15A 22.84 1.08 IT 5.762 3.710 11.002 to 120.0 0.0 5.762 0.0 14X 44.43 0.4944 0.0 9.472 4.683 Vet = 15.56 0.0 44.43 15.685 K Factor = 11.22 17A 21.17 1.08 IT 5.762 3.330 9.244 to 120.0 0.0 5.762 0.0 16B 21.17 0.1254 0.0 9.092 1.140 VeI= 7.41 16B 0.0 1.08 1 2.305 7.210 10.384 to 120.0 0.0 2.305 0.0 18A 21.17 0.1254 0.0 9.515 1.193 Vel= 7.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 19 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 18A 23.52 1.08 IT 5.762 3.710 11.577 to 120.0 0.0 5.762 0.0 15X 44.69 0.4999 0.0 9.472 4.735 Vet = 15.65 0.0 44.69 16.312 KFactor= 11.07 27A 27.03 1.08 IT 5.762 2.580 14.077 to 120.0 0.0 5.762 0.0 20X 27.03 0.1971 0.0 8.342 1.644 Vet = 9.47 0.0 27.03 15.721 K Factor = 6.82 25A 22.05 1.08 1 2.305 8.833 9.894 to 120.0 0.0 2.305 0.0 26A 22.05 0.1352 0.0 11.138 1.506 Vet = 7.72 26A 23.31 1.08 IT 5.762 3.210 11.400 to 120.0 0.0 5.762 0.0 19X 45.36 0.5138 0.0 8.972 4.610 Vel = 15.89 0.0 45.36 16.010 KFactor= 11.34 23A 25.15 1.08 1E 2.305 3.330 12.402 to 120.0 IT 5.762 8.067 0.0 22B 25.15 0.1726 0.0 11.397 1.967 Vel= 8.81 22B 0.0 1.08 0.0 7.250 14.369 to 120.0 0.0 0.0 0.0 24A 25.15 0.1726 0.0 7.250 1.251 Vel = 8.81 24A 0.0 1.08 IT 5.762 3.210 15.620 to 120.0 0.0 5.762 0.0 18X 25.15 0.1725 0.0 8.972 1.548 Vel = 8.81 0.0 25.15 17.168 K Factor = 6.07 11X -15.63 2.157 0.0 12.000 15.429 to 120.0 0.0 0.0 0.0 12X -15.63 -0.0024 0.0 12.000 -0.029 Vet = 1.37 12X 26.78 2.157 0.0 8.790 15.400 to 120.0 0.0 0.0 0.0 13X 11.15 0.0013 0.0 8.790 0.011 Vel = 0.98 13X 26.78 2.157 1E 6.153 15.420 15.411 to 120.0 0.0 6.153 0.0 14X 37.93 0.0127 0.0 21.573 0.274 Vel = 3.33 14X 44.43 2.157 0.0 11.750 15.685 to 120.0 0.0 0.0 0.0 15X 82.36 0.0534 0.0 11.750 0.627 Vet = 7.23 15X 44.70 2.157 0.0 11.460 16.312 to 120.0 0.0 0.0 0.0 16X 127.06 0.1188 0.0 11.460 1.362 Vel= 11.16 0.0 127.06 17.674 - KFactor= 30.22 lix 42.43 2.157 1E 6.153 12.540 15.429 to 120.0 0.0 6.153 0.0 20X 42.43 0.0156 0.0 18.693 0.292 Vet = 3.73 Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 20 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 20X 27.03 2.157 0.0 7.420 15.721 to 120.0 0.0 0.0 0.0 19X 69.46 0.0389 0.0 7.420 0.289 Vel = 6.10 19X 45.36 2.157 0.0 11.750 16.010 to 120.0 0.0 0.0 0.0 18X 114.82 0.0986 0.0 11.750 1.158 Vel= 10.08 18X 25.15 2.157 0.0 11.460 17.168 to 120.0 0.0 0.0 0.0 17X 139.97 0.1422 0.0 11.460 1.630 VeI= 12.29 17X 0.0 2.157 0.0 12.920 18.798 to 120.0 0.0 0.0 0.0 17Y 139.97 0.1423 0.0 12.920 1.838 Vel = 12.29 17Y -7.67 2.157 2E 12.307 16.130 20.636 to 120.0 0.0 12.307 0.0 23X 132.3 0.1281 0.0 28.437 3.644 Vel = 11.62 0.0 132.30 24.280 KFactor= 26.85 17Y 7.67 2.157 21 24.613 32.710 20.636 to 120.0 0.0 24.613 0.0 16Y 7.67 0.0007 0.0 57.323 0.038 Vel = 0.67 0.0 7.67 20.674 K Factor= 1.69 16X 127.06 2.157 11 12.307 12.920 17.674 to 120.0 0.0 12.307 0.0 16Y 127.06 0.1189 0.0 25.227 3.000 Vel= 11.16 16Y 7.67 2.157 2E 12.307 15.830 20.674 to 120.0 0.0 12.307 0.0 21X 134.73 0.1325 0.0 28.137 3.729 Vel = 11.83 21X 0.0 2.157 1E 6.153 0.500 24.403 to 120.0 0.0 6.153 0.217 22X 134.73 0.1324 0.0 6.653 0.881 Vel = 11.83 0.0 134.73 25.501 K Factor= 26.68 23X 132.30 2.157 IE 6.153 0.500 24.280 to 120.0 0.0 6.153 0.217 24X 132.3 0.1281 0.0 6.653 0.852 Vel = 11.62 0.0 132.30 25.349 KFactor= 26.28 22X 13473 2.157 1 12.307 21.040 25.501 to 120.0 0.0 12.307 0.0 26 134.73 0.1325 0.0 33.347 4.419 Vel = 11.83 0.0 134.73 29.920 K Factor= 24.63 24X 132.30 2.157 iT 12.307 21.040 25.349 to 120.0 0.0 12.307 0.0 25 132.3 0.1281 0.0 33.347 4.273 Vel = 11.62 25 -102.91 2.157 0.0 37.630 29.622 to 120.0 0.0 0.0 0.0 26 29.39 0.0079 0.0 37.630 0.298 Vel = 2.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 21 Marbrisa Porte Cochere Date 6-6-13 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 29.39 29.920 K Factor = 5.37 25 102.92 1.682 0.0 18.170 29.622 to 120.0 0.0 0.0 0.0 39 102.92 0.2704 0.0 18.170 4.913 Vel = 14.86 0.0 102.92 34.535 KFactor= 17.51 39A -69.32 1.682 1E 4.95 3.250 45.227 to 120.0 iT 9.9 14.850 0.0 398 -69.32 -0.1301 0.0 18.100 -2.355 Vet = 10.01 0.0 -69.32 42.872 K Factor = -10.59 39 102.92 1.682 11 9.9 18.460 34.535 to 120.0 iF 2.475 12.375 0.0 39B 102.92 0.2704 0.0 30.835 8.337 Vet = 14.86 39B -69.32 1.682 IT 9.9 8.580 42.872 to 120.0 0.0 9.900 0.0 38 33.6 0.0341 0.0 18.480 0.630 Vel = 4.85 38 0.0 1.682 2E 9.9 27.500 43.502 to 120.0 iT 9.9 19.800 0.0 37 33.6 0.0341 0.0 47.300 1.612 Vet = 4.85 37 0.0 1.682 IT 9.9 7.630 45.114 to 120.0 0.0 9.900 0.0 378 33.6 0.0341 0.0 17.530 0.598 Vet = 4.85 0.0 33.60 45.712 K Factor = 4.97 37A -26.78 1.682 IT 9.9 3.420 46.010 to 120.0 0.0 9.900 0.0 37B -26.78 -0.0224 0.0 13.320 -0.298 Vet = 3.87 37B 33.60 1.682 0.0 38.000 45.712 to 120.0 0.0 0.0 0.0 36 6.82 0.0018 0.0 38.000 0.067 Vet = 0.98 36 0.0 1.682 iF 2.475 84.250 45.779 to 120.0 0.0 2.475 0.0 35 6.82 0.0018 0.0 86.725 0.155 Vet = 0.98 35 0.0 1.682 iT 9.9 24.710 45.934 to 120.0 iF 2.475 12.375 0.0 34 6.82 0.0018 0.0 37.085 0.066 Vet = 0.98 0.0 6.82 46.000 K Factor = 1.01 26 164.11 2.157 iT 12.307 27.833 29.920 to 120.0 IF 2.461 14.768 0.0 27 164.11 0.1909 0.0 42.601 8.133 Vet = 14.41 27 -112.53 1.682 iT 9.9 20.920 38.053 to 120.0 0.0 9.900 0.0 32 51.58 0.0753 0.0 30.820 2.322 Vet = 7.45 32 0.0 1.682 IT 9.9 29.040 40.375 to 120.0 1E 4.95 14.850 0.0 33 51.58 0.0753 0.0 43.890 3.307 Vet = 7.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final 'Calculations - Hazen-Williams Page 22 Marbnsa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 33 0.0 1.682 iT 9.9 20.870 43.682 to 120.0 0.0 9.900 0.0 34 51.58 0.0753 0.0 30.770 2.318 Vet = 7.45 0.0 51.58 46.000 K Factor = 7.61 27 112.53 1.682 1 9.9 17.870 38.053 to 120.0 0.0 9.900 0.0 28 112.53 0.3189 0.0 27.770 8.857 Vet = 16.25 0.0 112.53 46.910 KFactor= 16.43 34 58.40 1.682 IT 9.9 1.583 46.000 to 120.0 0.0 9.900 0.0 30 58.4 0.0947 0.0 11.483 1.088 Vet = 8.43 30 -82.61 1.682 0.0 9.580 47.088 to 120.0 0.0 0.0 0.0 28 -24.21 -0.0186 0.0 9.580 -0.178 Vet = 3.50 0.0 -24.21 46.910 K Factor = -3.53 30 82.61 2.157 iT 12.307 1.000 47.088 to 120.0 0.0 12.307 0.0 31 82.61 0.0537 0.0 13.307 0.714 Vel = 7.25 0.0 82.61 47.802 KFactor= 11.95 28 88.32 2.157 iT 12.307 1.000 46.910 to 120.0 0.0 12.307 0.0 29 88.32 0.0607 0.0 13.307 0.808 Vet = 7.75 0.0 88.32 47.718 K Factor = 12.79 31 96.95 2.157 IT 12.307 10.500 47.802 to 120.0 0.0 12.307 4.548 66 96.95 0.0721 0.0 22.807 1.644 Vet = 8.51 0.0 96.95 53.994 KFactor= 13.19 29 98.97 2.157 iT 12.307 10.500 47.718 to 120.0 0.0 12.307 4.548 68 98.97 0.0749 0.0 22.807 1.708 Vet = 8.69 0.0 98.97 53.974 KFactor= 13.47 37A 30.32 1.682 1 4.95 10.500 46.010 to 120.0 0.0 4.950 4.548 L2 30.32 0.0282 0.0 15.450 0.435 Vet = 4.38 0.0 30.32 50.993 K Factor = 4.25 39A 40.80 1.682 1 4.95 10.500 45.227 to 120.0 0.0 4.950 4.548 Li 40.8 0.0488 0.0 15.450 0.754 Vel = 5.89 Li 0.0 1.682 1E 4.95 5.540 50.529 to 120.0 iT 9.9 14.850 0.0 L3 40.8 0.0488 0.0 20.390 0.995 Vet = 5.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final' Calculations - Hazen-Williams Page 23 Marbnsa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 40.80 51.524 K Factor = 5.68 L6 -4.08 1.682 iT 9.9 43.540 54.040 to 120.0 0.0 9.900 0.0 61 -4.08 -0.0007 0.0 53.440 -0.036 Vel = 0.59 61 2.63 1.682 0.0 2.000 54.004 to 120.0 0.0 0.0 0.0 61A -1.45 -0.0005 0.0 2.000 -0.001 Vel = 0.21 61A 0.0 1.682 1E 4.95 27.040 54.003 to 120.0 0.0 4.950 0.0 62 -1.45 -0.0001 0.0 31.990 -0.003 Vel = 0.21 62 0.0 1.682 1 4.95 28.790 54.000 to 120.0 0.0 4.950 0.0 63 -1.45 -0.0001 0.0 33.740 -0.003 Vet = 0.21 63 0.0 1.682 iT 9.9 13.380 53.997 to 120.0 0.0 9.900 0.0 64 -1.45 -0.0001 0.0 23.280 -0.003 Vel = 0.21 0.0 -1.45 53.994 K Factor = -0.20 61 -2.62 1.682 IF 2.475 11.210 54.004 to 120.0 0.0 2.475 0.0 69 -2.62 -0.0004 0.0 13.685 -0.005 Vet = 0.38 69 0.0 1.682 iT 9.9 6.710 53.999 to 120.0 0.0 9.900 0.0 70 -2.62 -0.0003 0.0 16.610 -0.005 Vel = 0.38 0.0 -2.62 53.994 K Factor = -0.36 67 2.57 1.682 IT 9.9 18.580 53.986 to 120.0 0.0 9.900 0.0 70 2.57 0.0003 0.0 28.480 0.008 Vet = 0.37 70 -2.63 1.682 iT 9.9 42.080 53.994 to 120.0 iE 4.95 14.850 0.0 71 -0.06 0.0 0.0 56.930 0.0 Vet = 0.01 71 0.0 1.682 iT 9.9 31.540 53.994 to 120.0 0.0 9.900 0.0 72 -0.06 0.0 0.0 41.440 0.0 Vel= 0.01 72 0.0 1.682 iT 9.9 42.080 53.994 to 120.0 0.0 9.900 0.0 64 -0.06 0.0 0.0 51.980 0.0 Vel = 0.01 64 -1.45 1.682 IT 9.9 3.380 53.994 to 120.0 0.0 9.900 0.0 65 -1.51 -0.0001 0.0 13.280 -0.001 Vel = 0.22 65 -1.32 1.682 iT 9.9 9.580 53.993 to 120.0 0.0 9.900 0.0 67 -2.83 -0.0004 0.0 19.480 -0.007 Vel = 0.41 0.0 -2.83 53.986 K Factor = -0.39 L9 34.79 1.682 iT 9.9 2.830 60.362 to 120.0 0.0 9.900 0.0 7 34.79 0.0364 0.0 12.730 0.463 Vet = 5.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 24 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 34.79 60.825 K Factor = 4.46 66 98.27 2.157 1 6.153 10.000 53.994 to 120.0 0.0 6.153 4.331 L12 98.27 0.0739 0.0 16.153 1.194 Vel = 8.63 0.0 98.27 59.519 KFactor= 12.74 68 93.57 2.157 1E 6.153 10.000 53.974 to 120.0 0.0 6.153 4.331 L13 93.57 0.0675 0.0 16.153 1.090 Vel = 8.22 0.0 93.57 59.395 K Factor = 12.14 L12 98.27 2.157 IT 12.307 1.000 59.519 to 120.0 0.0 12.307 0.0 10 98.27 0.0739 0.0 13.307 0.983 Vet = 8.63 0.0 98.27 60.502 K Factor = 12.63 L13 93.57 2.157 IT 12.307 1.000 59.395 to 120.0 0.0 12.307 0.0 11 93.57 0.0676 0.0 13.307 0.899 Vet = 8.22 0.0 93.57 60.294 KFactor= 12.05 10 -50.79 2.157 0.0 9.583 60.502 to 120.0 0.0 0.0 0.0 11 -50.79 -0.0217 0.0 9.583 -0.208 Vet = 4.46 0.0 -50.79 60.294 K Factor= -6.54 10 149.06 2.157 1 12.307 2.170 60.502 to 120.0 0.0 12.307 0.0 2 149.06 0.1598 0.0 14.477 2.314 Vet = 13.09 0.0 149.06 62.816 K Factor = 18.81 11 42.78 2.157 IT 12.307 18.460 60.294 to 120.0 0.0 12.307 0.0 5 42.78 0.0159 0.0 30.767 0.488 Vet = 3.76 0.0 42.78 60.782 K Factor= 5.49 2 184.67 2.157 IT 12.307 3.000 62.816 to 120.0 0.0 12.307 0.0 1 184.67 0.2375 0.0 15.307 3.635 Vet = 16.21 0.0 184.67 66.451 KFactor= 22.65 5 7.17 2.157 1 2.461 19.080 60.782 to 120.0 0.0 2.461 0.0 6 7.17 0.0006 0.0 21.541 0.012 Vet = 0.63 6 0.0 2.157 IT 12.307 40.710 60.794 to 120.0 0.0 12.307 0.0 7 7.17 0.0006 0.0 53.017 0.031 Vet = 0.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 25 Marbrisa Porte Cochere Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 7 34.79 2.157 IF 2.461 24.250 60.825 to 120.0 0.0 2.461 0.0 8 41.96 0.0153 0.0 26.711 0.409 Vet = 3.68 8 40.40 2.157 1E 6.153 59.210 61.234 to 120.0 0.0 6.153 0.0 9 82.36 0.0533 0.0 65.363 3.485 Vet = 7.23 9 0.0 2.157 iT 12.307 20.170 64.719 to 120.0 0.0 12.307 0.0 1 82.36 0.0533 0.0 32.477 1.732 Vel = 7.23 1 184.67 4.26 2E 26.334 8.000 66.451 to 120.0 0.0 26.334 0.0 12 267.03 0.0171 0.0 34.334 0.586 Vet = 6.01 12 0.0 4.26 lFsp 0.0 7.500 67.037 to 120.0 1E 13.167 42.135 6.248 * Fixed loss = 3 BR 267.03 0.0171 1S 28.968 49.635 0.848 Vet = 6.01 BR 0.0 4.26 2E 26.334 5.000 74.133 to 120.0 0.0 26.334 -1.732 UG3 267.03 0.0171 0.0 31.334 0.535 Vet = 6.01 UG3 0.0 3.5 0.0 11.000 72.936 to 140.0 0.0 0.0 0.0 UG 267.03 0.0335 0.0 11.000 0.368 Vet = 8.90 UG 0.0 3.5 1T 15.282 100.000 73.304 to 150.0 1G 1.528 16.810 0.0 UH 267.03 0.0294 0.0 116.810 3.439 Vet= 8.90 UH 0.0 5.153 4E 38.266 45.000 76.743 to 150.0 0.0 38.267 0.0 UGI 267.03 0.0045 0.0 83.267 0.372 Vet = 4.11 UGI 0.0 6.16 2E 40.168 7.000 77.115 to 140.0 0.0 40.168 -3.465 BD 267.03 0.0021 0.0 47.168 0.101 Vel = 2.87 BD 0.0 6.16 iZaf 0.0 3.000 73.751 to 140.0 0.0 0.0 2.866 * Fixed loss = 2.866 BS 267.03 0.0020 0.0 3.000 0.006 Vet = 2.87 BS 0.0 6.16 2E 40.168 7.000 76.623 to 140.0 0.0 40.168 3.465 UG2 267.03 0.0021 0.0 47.168 0.101 Vet = 2.87 UG2 0.0 5.153 1E 9.567 20.000 80.189 to 150.0 1G 2.05 11.617 -2.166 CTY 267.03 0.0045 0.0 31.617 0.142 Vet = 4.11 250.00 Qa = 250.00 517.03 78.165 KFactor= 58.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - . Fire Protection by Computer Design ID 4 n: LMU • 0 cc 0 C cc 'I0 cc cI Z SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name Marbrisa Sales Bldg. / 1St Floor Building : FP-2 Location : 1595 MARBRISA CIRCLE, CARLSBAD, CA System : Remote Area #3 Contract : N/A Data File : Marbrisa Sales 1st FL Calc.WXF M At Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Sales Bldg. list Floor Date 6-10-13 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-SALES BLDG. (1st FL. CALC.) Location: 1595 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-2 Date: 8-2-13 Design Remote area number: Remote Area #3 Remote area location: 1st FL. Occupancy classification: Light Hazard Density: .10 - Gpm/SqFt Area of application: 1700 - SqFt Coverage per sprinkler: 158 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 100 - GPM Total water required (including hose streams): 3t-0.94 -GPM © 55921 Psi Type of system: WET SYSTEM Volume of dry 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 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) Page 2 Marbrisa First Floor Date 6-6-13 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 3.032 C2 - Residual Pressure: 18 D2 - System Flow : 220.945 C2 - Residual Flow : 2493.3 02 - System Pressure : 55.924 Hose (Adj City) Hose ( Demand) : 100 03 - System Demand : 320.945 Safety Margin : 28.055 150 140 130 p120 R° E10° S 90 S 80 70 —D2 R60 1 E 50 40 30 - - C2 20 10 30(F'600 900 1200 1500 1800 2100 2400 2700 FLOW(NAI.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Marbrisa First Floor Date 6-6-13 Fitting Legend Abbrev. Name % % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 1 1 2 2 2 2 2 2 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 I NFPA 139O'FlowthruTee 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 Page 4 Marbnsa First Floor Date 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 21.27 0.1 57 7.0 21.01 0.1 101 7.0 21.0 0.1 101 7.0 17.18 0.1 101 7.0 16.66 0.1 68 7.0 19.28 0.1 158 7.0 19.95 0.1 158 7.0 18.34 0.1 68 7.0 18.68 0.1 91 7.0 16.94 0.1 116 7.0 15.82 0.1 116 7.0 14.82 0.1 84 7.0 7.0 5.6 14.43 na 7.0 5.6 14.08 na 7.0 5.6 14.06 na 7.0 5.6 9.41 na 7.0 5.6 8.85 na 7.0 5.6 11.86 na 7.0 5.6 12.69 na 7.0 5.6 10.73 na 7.0 5.6 11.12 na 7.0 5.6 9.15 na 7.0 5.6 7.98 na 7.0 5.6 7.0 na 8.5 14.26 na 8.5 13.9 na 8.5 13.88 na 8.5 8.51 na 8.5 9.38 na 8.5 11.61 na 8.5 12.85 na 8.5 10.45 na 8.5 10.85 na 8.5 11.69 na 8.5 6.82 na 8.5 7.61 na 8.5 7.76 na 8.5 9.1 na 8.5 9.74 na 8.5 15.9 na 8.5 15.13 na 8.5 15.11 na 8.5 15.2 na 8.5 15.79 na 8.5 26.77 na 8.5 30.12 na 8.5 3426 na 8.5 35.52 na -1.5 40.69 na -1.5 41.56 na 8.5 34.42 na 8.5 20.93 na 8.5 30.21 na 8.5 32.38 na 8.5 34.41 na 8.5 35.3 na 8.5 35.64 na -1.5 40.51 na -1.5 43.1 na -1.5 43.1 na -1.5 42.9 na -1.5 42.81 na -1.5 42.55 na -1.5 42.45 na -1.5 43.17 na -1.5 43.17 na -1.5 43.17 na -1.5 43.1 na -1.5 43.1 na -1.5 43.17 na -1.5 43.28 na -1.5 42.9 na -1.5 42.81 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 5 Marbrisa First Floor Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 4 -1.5 42.62 na K4 -1.5 42.55 na MA -1.5 42.48 na K5 -1.5 42.45 na Si 34.0 23.04 na S2 34.0 23.04 na S3 34.0 22.72 na S4 34.0 22.72 na S5 34.0 22.38 na S6 34.0 22.38 na S7 34.0 22.54 na S8 34.0 22.54 na S9 34.0 22.48 na sio 34.0 22.38 na Sib 34.0 22.29 na S12 34.0 22.26 na S13 34.0 22.26 na Ji 34.0 23.04 na J2 34.0 22.72 na J3 34.0 22.38 na Jig 34.0 21.46 na J2A 34.0 20.64 na J5A 34.0 20.34 na J12 34.0 21.32 na J4 34.0 22.26 na J5 34.0 22.29 na J6 34.0 22.38 na J7 34.0 22.48 na J8 34.0 22.54 na J13 34.0 23.44 na J14 34.0 24.14 na J15 34.0 24.12 na J16 34.0 24.08 na J17 34.0 24.06 na J18 34.0 23.61 na V 34.0 24.48 na X 34.0 24.48 na TRI 34.0 24.5 na TR2 34.0 24.5 na 66 8.5 36.56 na 68 8.5 36.53 na TR3 34.0 20.63 na TR4 34.0 20.19 na L2 8.5 29.12 na P1 23.0 28.13 na P2 23.0 28.13 na P3 23.0 28.14 na P4 23.0 28.14 na P5 23.0 28.14 na P7 23.0 28.15 na P8 23.0 28.15 na P27 23.0 28.13 na P25 23.0 28.13 na P26 23.0 28.13 na P23 23.0 28.12 na hA 19.5 29.65 na 12A 19.5 29.65 na 13A 19.5 29.65 na 14A 19.5 29.66 na iSA 19.5 29.66 na 17A 19.5 29.66 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 6 Marbrisa First Floor Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 16B 19.5 29.66 na 18A 19.5 29.66 na 27A 19.5 29.64 na 25A 19.5 29.64 na 26A 19.5 29.64 na 23A 19.5 29.64 na 22B 19.5 29.64 na 24A 19.5 29.64 na lix 19.5 29.65 na 12X 19.5 29.65 na 13X 19.5 29.65 na 14X 19.5 29.66 na 15X 19.5 29.66 na 20X 19.5 29.64 na 19X 19.5 29.64 na 18X 19.5 29.64 na 17X 19.5 29.64 na 17Y 19.5 29.63 na 16X 19.5 29.66 na 16Y 19.5 29.67 na 21X 19.5 29.71 na 23X 19.5 29.59 na 22X 19.0 29.94 na 24X 19.0 29.79 na 25 19.0 29.74 na 39A 19.0 27.1 na 39 19.0 28.92 na 39B 19.0 27.53 na 38 19.0 27.44 na 37 19.0 27.21 na 37A 19.0 26.52 na 37B 19.0 27.12 na 36 19.0 28.01 na 35 19.0 30.02 na 26 19.0 29.99 na 27 19.0 30.57 na 32 19.0 30.66 na 33 19.0 30.79 na 34 19.0 30.88 na 30 19.0 31.34 na 28 19.0 31.34 na 31 19.0 31.47 na 29 19.0 31.47 na Li 8.5 31.03 na 61 8.5 35.63 na 61A 8.5 35.62 na 62 8.5 35.85 na 63 8.5 36.09 na 69 8.5 35.85 na 67 8.5 36.42 na 70 8.5 36.12 na 71 8.5 36.18 na 72 8.5 36.21 na 64 8.5 36.26 na 65 8.5 36.42 na L9 -1.5 41.62 na L12 -1.5 41.59 na L13 -1.5 41.48 na 10 -1.5 42.16 na ii -1.5 41.98 na 2 -1.5 43.69 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Marbnsa First Floor Page Date 7 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 5 -1.5 42.13 na 6 -1.5 42.12 na 7 -1.5 42.08 na 8 -1.5 42.25 na 9 -1.5 4487 na 1 -1.5 46.18 na 12 -1.5 46.59 na BR -9.0 53.44 na UG3 -5.0 52.08 na UG -5.0 52.2 na UH -5.0 54.62 na UG1 -5.0 54.89 na BD 3.0 51.49 na BS 3.0 54.45 na UG2 -5.0 57.99 na CTY 0.0 55.92 na 100.0 The maximum velocity is 17.85 and it occurs in the pipe between nodes 55 and L4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 8 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Fl 21.27 1.08 IE 2.305 1.500 14.430 K Factor =5.60 to 120.0 0.0 2.305 -0.650 11 21.27 0.1267 0.0 3.805 0.482 Vet = 7.45 0.0 21.27 14.262 KFactor= 5.63 F2 21.01 1.08 1 2.305 1.500 14.076 K Factor =5.60 to 120.0 0.0 2.305 -0.650 T2 21.01 0.1240 0.0 3.805 0.472 Vet= 7.36 0.0 21.01 13.898 KFactor= 5.64 F3 21.00 1.08 1E 2.305 1.500 14.061 K Factor =5.60 to 120.0 0.0 2.305 -0.650 T3 21.0 0.1238 0.0 3.805 0.471 Vet = 7.35 0.0 21.00 13.882 K Factor = 5.64 F4 17.18 1.08 IT 5.762 1.500 9.411 K Factor =5.60 to 120.0 0.0 5.762 -0.650 T4 17.18 0.0852 0.0 7.262 0.619 Vel = 6.02 0.0 17.18 9.380 K Factor = 5.61 F5 16.66 1.08 1 2.305 1.500 8.852 K Factor =5.60 to 120.0 0.0 2.305 -0.650 T5 16.66 0.0807 0.0 3.805 0.307 Vet = 5.83 0.0 16.66 8.509 K Factor = 5.71 F6 19.28 1.08 1E 2.305 1.500 11.859 K Factor =5.60 to 120.0 0.0 2.305 -0.650 T6 19.28 0.1057 0.0 3.805 0.402 Vel = 6.75 0.0 19.28 11.611 K Factor = 5.66 F7 19.95 1.08 IT 5.762 1.500 12.686 K Factor =5.60 to 120.0 0.0 5.762 -0.650 T7 19.95 0.1124 0.0 7.262 0.816 Vet = 6.99 0.0 19.95 12.852 K Factor = 5.56 F8 18.34 1.08 1 2.305 1.500 10.729 K Factor =5.60 to 120.0 0.0 2.305 -0.650 T8 18.34 0.0965 0.0 3.805 0.367 Vet = 6.42 0.0 18.34 10.446 K Factor = 5.67 F9 18.68 1.08 1E 2.305 1.500 11.123 K Factor =5.60 to 120.0 0.0 2.305 -0.650 19 18.68 0.0996 0.0 3.805 0.379 Vet = 6.54 0.0 18.68 10.852 K Factor = 5.67 F1O 16.94 1.08 IT 5.762 1.500 9.147 K Factor =5.60 to 120.0 0.0 5.762 -0.650 TIO 16.94 0.0830 0.0 7.262 0.603 Vet = 5.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 9 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. or Ftngs Pe Pv ****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 16.94 9.100 K Factor = 5.62 F11 15.82 1.08 1 E 2.305 1.500 7.981 K Factor = 5.60 to 120.0 0.0 2.305 -0.650 Ill 15.82 0.0733 0.0 3.805 0.279 Vet = 5.54 0.0 15.82 7.610 K Factor = 5.73 F12 14.82 1.08 IT 5.762 1.500 7.000 K Factor =5.60 to 120.0 0.0 5.762 -0.650 T12 14.82 0.0649 0.0 7.262 0.471 Vet = 5.19 0.0 14.82 6.821 K Factor = 5.67 Ti 21.27 1.08 IT 5.762 7.170 14.262 to 120.0 0.0 5.762 0.0 51 21.27 0.1266 0.0 12.932 1.637 Vet = 7.45 0.0 21.27 15.899 K Factor = 5.33 T2 21.01 1.08 iT 5.762 4.170 13.898 to 120.0 0.0 5.762 0.0 52 21.01 0.1236 0.0 9.932 1.228 Vel = 7.36 0.0 21.01 15.126 K Factor = 5.40 T3 21.00 1.08 IT 5.762 4.170 13.882 to 120.0 0.0 5.762 0.0 53 21.0 0.1235 0.0 9.932 1.227 Vet = 7.35 0.0 21.00 15.109 K Factor = 5.40 T5 16.66 1.08 2E 4.61 6.210 8.509 to 120.0 0.0 4.610 0.0 T4 16.66 0.0805 0.0 10.820 0.871 Vel = 5.83 T4 17.18 1.08 1E 2.305 11.420 9.380 to 120.0 iT 5.762 8.067 0.0 54 33.84 0.2988 0.0 19.487 5.822 Vel = 11.85 0.0 33.84 15.202 KFactor= 8.68 T6 19.28 1.08 iT 5.762 6.000 11.611 to 120.0 0.0 5.762 0.0 T7 19.28 0.1055 0.0 11.762 1.241 Vet = 6.75 T7 19.95 1.08 IT 5.762 1.710 12.852 to 120.0 0.0 5.762 0.0 55 39.23 0.3928 0.0 7.472 2.935 Vet = 13.74 0.0 39.23 15.787 K Factor = 9.87 T8 18.34 1.08 iT 5.762 7.170 10.446 to 120.0 0.0 5.762 0.0 C 18.34 0.0962 0.0 12.932 1.244 Vet = 6.42 0.0 18.34 11.690 KFactor= 5.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 10 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T9 18.68 1.08 IT 5.762 2.670 10.852 to 120.0 0.0 5.762 0.0 C 18.68 0.0994 0.0 8.432 0.838 Vet = 6.54 C 18.34 1.08 1 5.762 5.850 11.690 to 120.0 0.0 5.762 0.0 55 37.02 0.3528 0.0 11.612 4.097 Vet = 12.97 0.0 37.02 15.787 K Factor = 9.32 T12 14.82 1.08 1E 2.305 12.120 6.821 to 120.0 0.0 2.305 0.0 Al 14.82 0.0648 0.0 14.425 0.935 Vel = 5.19 0.0 14.82 7.756 K Factor = 5.32 T11 15.82 1.08 0.0 2.000 7.610 to 120.0 0.0 0.0 0.0 Al 15.82 0.0730 0.0 2.000 0.146 Vet = 5.54 Al 14.82 1.08 0.0 8.000 7.756 to 120.0 0.0 0.0 0.0 A2 30.64 0.2486 0.0 8.000 1.989 Vet = 10.73 0.0 30.64 9.745 K Factor = 9.82 T10 16.94 1.08 IT 5.762 2.000 9.100 to 120.0 0.0 5.762 0.0 A2 16.94 0.0831 0.0 7.762 0.645 Vel = 5.93 A2 30.63 1.08 1 5.762 3.830 9.745 to 120.0 0.0 5.762 0.0 52 47.57 0.5610 0.0 9.592 5.381 Vet = 16.66 0.0 47.57 15.126 KFactor= 12.23 51 -76.05 1.682 0.0 5.000 15.899 to 120.0 0.0 0.0 0.0 52 -76.05 -0.1546 0.0 5.000 -0.773 Vet = 10.98 52 68.58 1.682 0.0 8.000 15.126 to 120.0 0.0 0.0 0.0 53 -7.47 -0.0021 0.0 8.000 -0.017 Vel = 1.08 53 21.00 1.682 iT 9.9 4.750 15.109 to 120.0 0.0 9.900 0.0 54 13.53 0.0063 0.0 14.650 0.093 Vel = 1.95 54 33.84 1.682 0.0 9.080 15.202 to 120.0 0.0 0.0 0.0 55 47.37 0.0644 0.0 9.080 0.585 Vel = 6.84 55 76.25 1.682 iT 9.9 19.040 15.787 to 120.0 0.0 9.900 0.0 L4 123.62 0.3795 0.0 28.940 10.984 Vel = 17.85 L4 -68.20 1.682 IT 9.9 29.080 26.771 to 120.0 0.0 9.900 0.0 60 55.42 0.0860 0.0 38.980 3.353 Vel= 8.00 60 0.0 1.682 2T 19.799 23.370 30.124 to 120.0 1 4.95 24.749 0.0 59 55.42 0.0860 0.0 48.119 4.140 Vet = 8.00 Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 11 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 59 -11.18 1.682 2E 9.9 12.170 34.264 to 120.0 0.0 9.900 0.0 L7 44.24 0.0567 0.0 22.070 1.251 Vel = 6.39 L7 0.0 1.682 IE 4.95 10.000 35.515 to 120.0 0.0 4.950 4.331 L10 44.24 0.0567 0.0 14.950 0.848 Vel = 6.39 LIO 0.0 1.682 IT 9.9 5.330 40.694 to 120.0 0.0 9.900 0.0 Lii 44.24 0.0567 0.0 15.230 0.863 Vel = 6.39 Lii 0.0 1.682 IT 9.9 2.330 41.557 to 120.0 0.0 9.900 0.0 8 44.24 0.0567 0.0 12.230 0.694 Vel = 6.39 0.0 44.24 42.251 K Factor = 6.81 59 11.18 1.682 1 9.9 25.040 34.264 to 120.0 0.0 9.900 0.0 58A 11.18 0.0045 0.0 34.940 0.156 Vel= 1.61 58A 12.58 1.682 21 19.799 47.210 34.420 to 120.0 0.0 19.799 0.0 61A 23.76 0.0180 0.0 67.009 1.203 Vel = 3.43 0.0 23.76 35.623 K Factor = 3.98 58A -12.58 1.682 0.0 2.000 34.420 to 120.0 0.0 0.0 0.0 58 -12.58 -0.0055 0.0 2.000 -0.011 Vel = 1.82 0.0 -12.58 34.409 KFactor= -2.14 51 97.32 1.682 iT 9.9 10.750 15.899 to 120.0 0.0 9.900 0.0 56 97.32 0.2438 0.0 20.650 5.035 Vel = 14.05 56 0.0 1.682 iT 9.9 28.130 20.934 to 120.0 0.0 9.900 0.0 L3 97.32 0.2438 0.0 38.030 9.272 Vel = 14.05 L3 -36.76 1.682 1 2.475 19.000 30.206 to 120.0 0.0 2.475 0.0 57 60.56 0.1014 0.0 21.475 2.177 Vel = 8.74 57 0.0 1.682 iT 9.9 10.080 32.383 to 120.0 0.0 9.900 0.0 58 60.56 0.1014 0.0 19.980 2.026 Vet = 8.74 58 -12.58 1.682 iT 9.9 3.670 34.409 to 120.0 0.0 9.900 0.0 L6 47.98 0.0659 0.0 13.570 0.894 Vel = 6.93 L6 -13.27 1.682 1 4.95 4.250 35.303 to 120.0 0.0 4.950 0.0 L5 34.71 0.0362 0.0 9.200 0.333 Vet = 5.01 L5 0.0 1.682 1E 4.95 10.000 35.636 to 120.0 0.0 4.950 4.331 L8 34.71 0.0362 0.0 14.950 0.541 Vet = 5.01 Computer Programs by Hydratec Inc. Route 111 Wtndham N.H. USA 03087 Final Calculations - Hazen-Williams Page 12 Marbnsa First Floor Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C,. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn L8 0.0 1.682 IE 4.95 15.750 40.508 to 120.0 iT 9.9 14.850 0.0 L9 3471 0.0362 0.0 30.600 1.108 Vel = 5.01 0.0 34.71 41.616 K Factor = 5.38 Bi 0.0 1.08 2E 4.61 9.500 43.100 to 120.0 iT 5.762 10.372 0.0 Ki 0.0 0.0 0.0 19.872 0.0 Vel = 0 0.0 0.0 43.100 K Factor =0 B2 0.0 1.08 2E 4.61 1.500 43.100 to 120.0 1 5.762 10.372 0.0 Ki 0.0 0.0 0.0 11.872 0.0 Vel = 0 0.0 0.0 43.100 K Factor =0 B3 0.0 1.08 1 2.305 3.540 42.898 to 120.0 iT 5.762 8.067 0.0 K2 0.0 0.0 0.0 11.607 0.0 Vel = 0 0.0 0.0 42.898 K Factor = 0 B4 0.0 1.08 1E 2.305 3.540 42.811 to 120.0 1 5.762 8.067 0.0 K3 0.0 0.0 0.0 11.607 0.0 Vel = 0 0.0 0.0 42.811 K Factor =0 B5 0.0 1.08 1E 2.305 9.210 42.551 to 120.0 iT 5.762 8.067 0.0 K4 0.0 0.0 0.0 17.277 0.0 Vel = 0 0.0 0.0 42.551 K Factor =0 B6 0.0 1.08 1E 2.305 9.210 42.447 to 120.0 1 5.762 8.067 0.0 KS 0.0 0.0 0.0 17.277 0.0 Vel = 0 0.0 0.0 42.447 K Factor = 0 B7 0.0 1.08 0.0 10.000 43.174 to 120.0 0.0 0.0 0.0 88 0.0 0.0 0.0 10.000 0.0 Vel = 0 B8 0.0 1.08 IT 5.762 1.000 43.174 to 120.0 0.0 5.762 0.0 K6 0.0 0.0 0.0 6.762 0.0 Vel = 0 0.0 0.0 43.174 K Factor =0 B9 0.0 1.08 1E 2.305 9.000 43.174 to 120.0 1 5.762 8.067 0.0 K6 0.0 0.0 0.0 17.067 0.0 Vel = 0 0.0 0.0 43.174 K Factor =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 13 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ki 0.0 1.08 IT 5.762 3.040 43.100 to 120.0 0.0 5.762 0.0 3 0.0 0.0 0.0 8.802 0.0 Vet = 0 3 30.86 2.157 0.0 8.460 43.100 to 120.0 0.0 0.0 0.0 K6 30.86 0.0087 0.0 8.460 0.074 Vet = 2.71 K6 0.0 2.157 0.0 12.000 43.174 to 120.0 0.0 0.0 0.0 K6A 30.86 0.0087 0.0 12.000 0.104 Vet = 2.71 K6A 0.0 2.157 IT 12.307 35.750 43.278 to 120.0 0.0 12.307 0.0 2 30.86 0.0087 0.0 48.057 0.417 Vet = 2.71 0.0 30.86 43.695 K Factor = 4.67 3 -30.86 2.157 IT 12.307 11.000 43.100 to 120.0 0.0 12.307 0.0 K2 -30.86 -0.0087 0.0 23.307 -0.202 Vet = 2.71 K2 0.0 2.157 0.0 10.000 42.898 to 120.0 0.0 0.0 0.0 K3 -30.86 -0.0087 0.0 10.000 -0.087 Vet = 2.71 K3 0.0 2.157 IT 12.307 9.210 42.811 to 120.0 0.0 12.307 0.0 4 -30.86 -0.0086 0.0 21.517 -0.186 Vet = 2.71 4 0.0 2.157 0.0 8.460 42.625 to 120.0 0.0 0.0 0.0 K4 -30.86 -0.0087 0.0 8.460 -0.074 Vet = 2.71 K4 0.0 2.157 0.0 8.420 42.551 to 120.0 0.0 0.0 0.0 MA -30.86 -0.0087 0.0 8.420 -0.073 Vet = 2.71 MA 0.0 2.157 0.0 3.580 42.478 to 120.0 0.0 0.0 0.0 K5 -30.86 -0.0087 0.0 3.580 -0.031 Vet = 2.71 K5 0.0 2.157 IT 12.307 23.790 42.447 to 120.0 0.0 12.307 0.0 5 -30.86 -0.0087 0.0 36.097 -0.313 Vet = 2.71 0.0 -30.86 42.134 KFactor= -4.75 Si 0.0 1.08 1E 2.305 10.000 23.039 to 120.0 0.0 2.305 0.0 S2 0.0 0.0 0.0 12.305 0.0 Vet = 0 S2 0.0 1.08 IT 5.762 0.960 23.039 to 120.0 0.0 5.762 0.0 Ji 0.0 0.0 0.0 6.722 0.0 Vet = 0 0.0 0.0 23.039 K Factor = 0 S3 0.0 1.08 1E 2.305 10.000 22.724 to 120.0 0.0 2.305 0.0 S4 0.0 0.0 0.0 12.305 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 14 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S4 0.0 1.08 iT 5.762 0.960 22.724 to 120.0 0.0 5.762 0.0 J2 0.0 0.0 0.0 6.722 0.0 Vel = 0 0.0 0.0 22.724 K Factor =0 S5 0.0 1.08 1E 2.305 10.000 22.379 to 120.0 0.0 2.305 0.0 S6 0.0 0.0 0.0 12.305 0.0 Vet = 0 S6 0.0 1.08 iT 5.762 0.960 22.379 to 120.0 0.0 5.762 0.0 J3 0.0 0.0 0.0 6.722 0.0 Vet = 0 0.0 0.0 22.379 K Factor = 0 S7 0.0 1.08 1E 2.305 10.000 22.538 to 120.0 0.0 2.305 0.0 S8 0.0 0.0 0.0 12.305 0.0 Vel = 0 S8 0.0 1.08 IT 5.762 1.000 22.538 to 120.0 0.0 5.762 0.0 J8 0.0 0.0 0.0 6.762 0.0 Vel = 0 0.0 0.0 22.538 K Factor = 0 S9 0.0 1.08 1E 2.305 1.040 22.480 to 120.0 1 5.762 8.067 0.0 J7 0.0 0.0 0.0 9.107 0.0 Vel = 0 0.0 0.0 22.480 K Factor = 0 S10 0.0 1.08 2T 11.524 4.170 22.377 to 120.0 0.0 11.524 0.0 J6 0.0 0.0 0.0 15.694 0.0 Vel = 0 0.0 0.0 22.377 K Factor =0 S11 0.0 1.08 1E 2.305 1.040 22.286 to 120.0 iT 5.762 8.067 0.0 J5 0.0 0.0 0.0 9.107 0.0 Vet = 0 0.0 0.0 22.286 K Factor = 0 S12 0.0 1.08 iT 5.762 10.000 22.258 to 120.0 0.0 5.762 0.0 S13 0.0 0.0 0.0 15.762 0.0 Vel = 0 S13 0.0 1.08 iT 5.762 1.000 22.258 to 120.0 0.0 5.762 0.0 J4 0.0 0.0 0.0 6.762 0.0 Vet = 0 0.0 0.0 22.258 K Factor = 0 Ji -20.36 1.442 0.0 11.040 23.039 to 120.0 0.0 0.0 0.0 J2 -20.36 -0.0285 0.0 11.040 -0.315 - Vel = 4.00 J2 0.0 1.442 0.0 12.080 22.724 to 120.0 0.0 0.0 0.0 J3 -20.36 -0.0286 0.0 12.080 -0.345 Vet = 4.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 15 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J3 0.0 1.442 IF 1.239 30.920 22.379 to 120.0 0.0 1.239 0.0 J19 -20.36 -0.0286 0.0 32.159 -0.919 Vel = 4.00 J19 0.0 1.442 IT 7.432 21.210 21.460 to 120.0 0.0 7.432 0.0 J2A -20.36 -0.0286 0.0 28.642 -0.818 Vel = 4.00 J2A 11.04 1.682 IE 4.95 0.500 20.642 to 120.0 0.0 4.950 0.0 TR3 -9.32 -0.0031 0.0 5.450 -0.017 Vel = 1.35 0.0 -9.32 20.625 K Factor= -2.05 J2A -11.03 1.442 IT 7.432 25.920 20.642 to 120.0 0.0 7.432 0.0 J5A -11.03 -0.0092 0.0 33.352 -0.306 Vel = 2.17 J5A -18.16 1.682 1E 4.95 0.500 20.336 to 120.0 0.0 4.950 0.0 TR4 -29.19 -0.0262 0.0 5.450 -0.143 Vel = 4.21 0.0 -29.19 20.193 K Factor= -6.50 J5A 18.15 1.442 IT 7.432 35.210 20.336 to 120.0 0.0 7.432 0.0 J12 18.15 0.0231 0.0 42.642 0.985 Vel = 3.57 J12 0.0 1.442 1 1.239 39.380 21.321 to 120.0 0.0 1.239 0.0 J4 18.15 0.0231 0.0 40.619 0.937 Vel = 3.57 J4 0.0 1.442 0.0 1.210 22.258 to 120.0 0.0 0.0 0.0 J5 18.15 0.0231 0.0 1.210 0.028 Vel = 3.57 J5 0.0 1.442 0.0 3.920 22.286 to 120.0 0.0 0.0 0.0 J6 18.15 0.0232 0.0 3.920 0.091 Vel = 3.57 J6 0.0 1.442 0.0 4.460 22.377 to 120.0 0.0 0.0 0.0 J7 18.15 0.0231 0.0 4.460 0.103 Vel = 3.57 J7 0.0 1.442 0.0 2.500 22.480 to 120.0 0.0 0.0 0.0 J8 18.15 0.0232 0.0 2.500 0.058 Vel = 3.57 J8 0.0 1.442 1 1.239 37.880 22.538 to 120.0 0.0 1.239 0.0 J13 18.15 0.0231 0.0 39.119 0.903 Vel = 3.57 J13 0.0 1.442 IT 7.432 22.710 23.441 to 120.0 0.0 7.432 0.0 J14 18.15 0.0231 0.0 30.142 0.696 Vel = 3.57 J14 -21.56 1.442 IT 7.432 12.190 24.137 to 120.0 0.0 7.432 0.0 J15 -3.41 -0.0010 0.0 19.622 -0.020 Vel = 0.67 J15 0.0 1.442 1 3.716 27.670 24.117 to 120.0 0.0 3.716 0.0 J16 -3.41 -0.0011 0.0 31.386 -0.033 Vel = 0.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 16 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J16 0.0 1.442 iT 7.432 12.330 24.084 to 120.0 0.0 7.432 0.0 J17 -3.41 -0.0011 0.0 19.762 -0.021 Vel= 0.67 J17 -16.95 1.442 IT 7.432 8.330 24.063 to 120.0 0.0 7.432 0.0 J18 -20.36 -0.0285 0.0 15.762 -0.450 Vet = 4.00 J18 0.0 1.442 IF 1.239 18.870 23.613 to 120.0 0.0 1.239 0.0 JI -20.36 -0.0285 0.0 20.109 -0.574 Vet = 4.00 0.0 -20.36 23.039 K Factor= -4.24 J17 16.95 1.442 iT 7.432 12.960 24.063 to 120.0 0.0 7.432 0.0 Y 16.95 0.0204 0.0 20.392 0.415 Vet = 3.33 Y 1.42 2.157 1E 6.153 1.000 24.478 to 120.0 0.0 6.153 0.0 TR2 18.37 0.0034 0.0 7.153 0.024 Vet = 1.61 0.0 18.37 24.502 K Factor = 3.71 J14 .21.56 1.442 IT 7.432 3.250 24.137 to 120.0 0.0 7.432 0.0 X 21.56 0.0317 0.0 10.682 0.339 Vel= 4.24 X -1.42 2.157 1E 6.153 1.000 24.476 to 120.0 0.0 6.153 0.0 TR1 20.14 0.0039 0.0 7.153 0.028 Vet = 1.77 0.0 20.14 24.504 K Factor = 4.07 X 1.42 1.442 0.0 9.583 24.476 to 120.0 0.0 0.0 0.0 Y 1.42 0.0002 0.0 9.583 0.002 Vet = 0.28 0.0 1.42 24.478 K Factor= 0.29 TR1 20.14 1.682 iT 9.9 25.500 24.504 to 120.0 0.0 9.900 6.496 31 20.14 0.0132 0.0 35.400 0.469 Vet = 2.91 0.0 20.14 31.469 KFactor= 3.59 TR2 18.37 1.682 1 4.95 37.500 24.502 to 120.0 0.0 4.950 6.496 29 18.37 0.0112 0.0 42.450 0.474 Vel = 2.65 0.0 18.37 31.472 K Factor = 3.27 66 -19.84 1.682 IT 9.9 0.960 36.563 to 120.0 0.0 9.900 0.0 65 -19.84 -0.0129 0.0 10.860 -0.140 Vet = 2.86 0.0 -19.84 36.423 K Factor= -3.29 68 -17.19 1.682 IT 9.9 0.960 36.530 to 120.0 0.0 9.900 0.0 67 -17.19 -0.0099 0.0 10.860 -0.107 Vet = 2.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 17 Marbrisa First Floor Date 6-6-13 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 -17.19 36.423 K Factor = -2.85 TR3 -9.32 2.157 1E 6.153 15.000 20.625 to 120.0 0.0 6.153 6.496 39A -9.32 -0.0009 0.0 21.153 -0.019 Vet = 0.82 0.0 -9.32 27.102 KFactor= -1.79 TR4 -29.19 2.157 1E 6.153 15.000 20.193 to 120.0 0.0 6.153 6.496 37A -29.19 -0.0078 0.0 21.153 -0.165 Vet = 2.56 0.0 -29.19 26.524 K Factor = -5.67 L2 -68.20 1.682 1E 4.95 3.750 29.120 to 120.0 iT 9.9 14.850 0.0 L4 -68.2 -0.1263 0.0 18.600 -2.349 Vet = 9.85 0.0 -68.20 26.771 K Factor = -13.18 P1 0.0 1.08 IE 2.305 3.500 28.132 to 120.0 0.0 2.305 1.516 11A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 29.648 K Factor = 0 P2 0.0 1.08 1E 2.305 3.500 28.135 to 120.0 0.0 2.305 1.516 12A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 29.651 K Factor = 0 P3 0.0 1.08 1E 2.305 3.500 28.137 to 120.0 0.0 2.305 1.516 13A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 29.653 K Factor = 0 P4 0.0 1.08 1E 2.305 3.500 28.142 to 120.0 0.0 2.305 1.516 14A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 29.658 K Factor = 0 P5 0.0 1.08 iT 5.762 3.500 28.142 to 120.0 0.0 5.762 1.516 15A 0.0 0.0 0.0 9.262 0.0 Vet = 0 0.0 0.0 29.658 K Factor = 0 P7 0.0 1.08 1 2.305 3.500 28.145 to 120.0 0.0 2.305 1.516 17A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 29.661 K Factor =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 18 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P8 0.0 1.08 IT 5.762 3.500 28.145 to 120.0 0.0 5.762 1.516 18A 0.0 0.0 0.0 9.262 0.0 Vet = 0 0.0 0.0 29.661 K Factor =0 P27 0.0 1.08 1E 2.305 3.500 28.127 to 120.0 0.0 2.305 1.516 27A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 29.643 K Factor = 0 P25 0.0 1.08 1E 2.305 3.500 28.125 to 120.0 0.0 2.305 1.516 25A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 29.641 K Factor = 0 P26 0.0 1.08 IT 5.762 3.500 28.125 to 120.0 0.0 5.762 1.516 26A 0.0 0.0 0.0 9.262 0.0 Vet = 0 0.0 0.0 29.641 K Factor = 0 P23 0.0 1.08 1E 2.305 3.500 28.122 to 120.0 0.0 2.305 1.516 23A 0.0 0.0 0.0 5.805 0.0' Vet = 0 0.0 0.0 29.638 K Factor = 0 hA 0.0 1.08 IT 5.762 2.290 29.648 to 120.0 0.0 5.762 0.0 lix 0.0 0.0 0.0 8.052 0.0 Vel = 0 0.0 0.0 29.648 K Factor = 0 12A 0.0 1.08 IT 5.762 2.290 29.651 to 120.0 0.0 5.762 0.0 12X 0.0 0.0 0.0 8.052 0.0 Vet = 0 0.0 0.0 29.651 K Factor = 0 13A 0.0 1.08 IT 5.762 2.290 29.653 to 120.0 0.0 5.762 0.0 13X 0.0 0.0 0.0 8.052 0.0 Vet = 0 0.0 0.0 29.653 K Factor = 0 14A 0.0 1.08 1 2.305 8.790 29.658 to 120.0 0.0 2.305 0.0 15A 0.0 0.0 0.0 11.095 0.0 Vet = 0 15A 0.0 1.08 IT 5.762 3.710 29.658 to 120.0 0.0 5.762 0.0 14X 0.0 0.0 0.0 9.472 0.0 Vet = 0 0.0 0.0 29.658 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 19 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 17A 0.0 1.08 iT 5.762 3.330 29.661 to 120.0 0.0 5.762 0.0 16B 0.0 0.0 0.0 9.092 0.0 Vel = 0 16B 0.0 1.08 IE 2.305 7.210 29.661 to 120.0 0.0 2.305 0.0 18A 0.0 0.0 0.0 9.515 0.0 Vel = 0 18A 0.0 1.08 IT 5.762 3.710 29.661 to 120.0 0.0 5.762 0.0 I5X 0.0 0.0 0.0 9.472 0.0 Vel = 0 0.0 0.0 29.661 K Factor = 0 27A 0.0 1.08 IT 5.762 2.580 29.643 to 120.0 0.0 5.762 0.0 20X 0.0 0.0 0.0 8.342 0.0 Vel = 0 0.0 0.0 29.643 K Factor = 0 25A 0.0 1.08 1E 2.305 8.833 29.641 to 120.0 0.0 2.305 0.0 26A 0.0 0.0 0.0 11.138 0.0 Vel = 0 26A 0.0 1.08 iT 5.762 3.210 29.641 to 120.0 0.0 5.762 0.0 19X 0.0 0.0 0.0 8.972 0.0 Vel = 0 0.0 0.0 29.641 K Factor = 0 23A 0.0 1.08 1 2.305 3.330 29.638 to 120.0 1 5.762 8.067 0.0 22B 0.0 0.0 0.0 11.397 0.0 Vel = 0 22B 0.0 1.08 0.0 7.250 29.638 to 120.0 0.0 0.0 0.0 24A 0.0 0.0 0.0 7.250 0.0 Vel = 0 24A 0.0 1.08 iT 5.762 3.210 29.638 to 120.0 0.0 5.762 0.0 18X 0.0 0.0 0.0 8.972 0.0 Vel = 0 0.0 0.0 29.638 K Factor =0 i1X 4.54 2.157 0.0 12.000 29.648 to 120.0 0.0 0.0 0.0 12X 4.54 0.0002 0.0 12.000 0.003 Vel = 0.40 12X 0.0 2.157 0.0 8.790 29.651 to 120.0 0.0 0.0 0.0 13X 4.54 0.0002 0.0 8.790 0.002 Vel = 0.40 13X 0.0 2.157 1E 6.153 15.420 29.653 to 120.0 0.0 6.153 0.0 14X 4.54 0.0002 0.0 21.573 0.005 Vel = 0.40 14X 0.0 2.157 0.0 11.750 29.658 to 120.0 0.0 0.0 0.0 15X 4.54 0.0003 0.0 .11.750 0.003 Vel = 0.40 15X 0.0 2.157 0.0 11.460 29.661 to 120.0 0.0 0.0 0.0 16X 4.54 0.0003 0.0 11.460 0.003 Vel = 0.40 Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 20 Marbrisa First Floor Date 6-6-13 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 4.54 29.664 KFactor= 0.83 lix -4.54 2.157 1E 6.153 12.540 29.648 to 120.0 0.0 6.153 0.0 20X -4.54 -0.0003 0.0 18.693 -0.005 Vel = 0.40 20X 0.0 2.157 0.0 7.420 29.643 to 120.0 0.0 0.0 0.0 19X -4.54 -0.0003 0.0 7.420 -0.002 Vet = 0.40 19X 0.0 2.157 0.0 11.750 29.641 to 120.0 0.0 0.0 0.0 18X -4.54 -0.0003 0.0 11.750 -0.003 Vel = 0.40 18x 0.0 2.157 0.0 11.460 29.638 to 120.0 0.0 0.0 0.0 17X -4.54 -0.0003 0.0 11.460 -0.003 Vet = 0.40 17X 0.0 2.157 0.0 12.920 29.635 to 120.0 0.0 0.0 0.0 17Y -4.54 -0.0002 0.0 12.920 -0.003 Vel = 0.40 17Y -7.72 2.157 2E 12.307 16.130 29.632 to 120.0 0.0 12.307 0.0 23X -12.26 -0.0016 0.0 28.437 -0.045 Vet = 1.08 0.0 -12.26 29.587 K Factor= -2.25 17Y 7.72 2.157 2T 24.613 32.710 29.632 to 120.0 0.0 24.613 0.0 16Y 7.72 0.0007 0.0 57.323 0.038 Vet = 0.68 0.0 7.72 29.670 K Factor = 1.42 16x 4.54 2.157 IT 12.307 12.920 29.664 to 120.0 0.0 12.307 0.0 16Y 4.54 0.0002 0.0 25.227 0.006 Vet = 0.40 16Y 7.72 2.157 2E 12.307 15.830 29.670 to 120.0 0.0 12.307 0.0 21X 12.26 0.0016 0.0 28.137 0.044 Vel = 1.08 21X 0.0 2.157 1E 6.153 0.500 29.714 to 120.0 0.0 6.153 0.217 22X 12.26 0.0017 0.0 6.653 0.011 Vel= 1.08 0.0 12.26 29.942 K Factor = 2.24 23X -12.26 2.157 1E 6.153 0.500 29.587 to 120.0 0.0 6.153 0.217 24X -12.26 -0.0017 0.0 6.653 -0.011 Vet = 1.08 0.0 -12.26 29.793 K Factor= -2.25 22X 12.26 2.157 IT 12.307 21.040 29.942 to 120.0 0.0 12.307 0.0 26 12.26 0.0016 0.0 33.347 0.052 Vet = 1.08 0.0 12.26 29.994 K Factor = 2.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 21 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 24X -12.26 2.157 iT 12.307 21.040 29.793 to 120.0 0.0 12.307 0.0 25 -12.26 -0.0016 0.0 33.347 -0.052 Vel = 1.08 25 39.14 2.157 0.0 37.630 29.741 to 120.0 0.0 0.0 0.0 26 26.88 0.0067 0.0 37.630 0.253 Vel = 2.36 0.0 26.88 29.994 K Factor = 4.91 25 -39.14 1.682 0.0 18.170 29.741 to 120.0 0.0 0.0 0.0 39 -39.14 -0.0452 0.0 18.170 -0.821 Vel = 5.65 0.0 -39.14 28.920 K Factor= -7.28 39A 27.44 1.682 1E 4.95 3.250 27.102 to 120.0 1 9.9 14.850 0.0 39B 27.44 0.0234 0.0 18.100 0.424 Vel = 3.96 0.0 27.44 27.526 K Factor = 5.23 39 -39.14 1.682 iT 9.9 18.460 28.920 to 120.0 1 2.475 12.375 0.0 39B -39.14 -0.0452 0.0 30.835 -1.394 Vel = 5.65 39B 27.44 1.682 iT 9.9 8.580 27.526 to 120.0 0.0 9.900 0.0 38 -11.7 -0.0049 0.0 18.480 -0.090 Vel = 1.69 38 0.0 1.682 2E 9.9 27.500 27.436 to 120.0 IT 9.9 19.800 0.0 37 -11.7 -0.0048 0.0 47.300 -0.229 Vel = 1.69 37 0.0 1.682 IT 9.9 7.630 27.207 to 120.0 0.0 9.900 0.0 37B -11.7 -0.0048 0.0 17.530 -0.085 Vel = 1.69 0.0 -11.70 27.122 K Factor= -2.25 37A 39.02 1.682 iT 9.9 3.420 26.524 to 120.0 0.0 9.900 0.0 37B 39.02 0.0449 0.0 13.320 0.598 Vel = 5.63 37B -11.70 1.682 0.0 38.000 27.122 to 120.0 0.0 0.0 0.0 36 27.32 0.0233 0.0 38.000 0.884 Vel = 3.94 36 0.0 1.682 1 2.475 84.250 28.006 to 120.0 0.0 2.475 0.0 35 27.32 0.0232 0.0 86.725 2.016 Vel = 3.94 35 0.0 1.682 iT 9.9 24.710 30.022 to 120.0 1 2.475 12.375 0.0 34 27.32 0.0232 0.0 37.085 0.862 Vel = 3.94 0.0 27.32 30.884 K Factor = 4.92 26 39.14 2.157 iT 12.307 27.833 29.994 to 120.0 IF 2.461 14.768 0.0 27 39.14 0.0135 0.0 42.601 0.573 Vel = 3.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 22 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 -30.11 1.682 iT 9.9 20.920 30.567 to 120.0 0.0 9.900 0.0 32 9.03 0.0030 0.0 30.820 0.093 Vel = 1.30 32 0.0 1.682 iT 9.9 29.040 30.660 to 120.0 IE 4.95 14.850 0.0 33 9.03 0.0030 0.0 43.890 0.131 Vel = 1.30 33 0.0 1.682 iT 9.9 20.870 30.791 to 120.0 0.0 9.900 0.0 34 9.03 0.0030 0.0 30.770 0.093 Vet = 1.30 0.0 9.03 30.884 K Factor = 1.62 27 30.11 1.682 iT 9.9 17.870 30.567 to 120.0 0.0 9.900 0.0 28 30.11 0.0278 0.0 27.770 0.773 Vel = 4.35 0.0 30.11 31.340 K Factor = 5.38 34 36.35 1.682 iT 9.9 1.583 30.884 to 120.0 0.0 9.900 0.0 30 36.35 0.0394 0.0 11.483 0.452 Vet = 5.25 30 -33.30 1.682 0.0 9.580 31.336 to 120.0 0.0 0.0 0.0 28 3.05 0.0004 0.0 9.580 0.004 Vel = 0.44 0.0 3.05 31.340 K Factor = 0.54 30 33.30 2.157 iT 12.307 1.000 31.336 to 120.0 0.0 12.307 0.0 31 33.3 0.0100 0.0 13.307 0.133 Vel = 2.92 0.0 33.30 31.469 K Factor = 5.94 28 33.16 2.157 iT 12.307 1.000 31.340 to 120.0 0.0 12.307 0.0 29 33.16 0.0099 0.0 13.307 0.132 Vel = 2.91 0.0 33.16 31.472 KFactor= 5.91 31 53.44 2.157 iT 12.307 10.500 31.469 to 120.0 0.0 12.307 4.548 66 53.44 0.0239 0.0 22.807 0.546 Vet = 4.69 0.0 53.44 36.563 K Factor = 8.84 29 51.52 2.157 iT 12.307 10.500 31.472 to 120.0 0.0 12.307 4.548 68 51.52 0.0224 0.0 22.807 0.510 Vel = 4.52 0.0 51.52 36.530 K Factor = 8.52 37A -68.20 1.682 1E 4.95 10.500 26.524 to 120.0 0.0 4.950 4.548 L2 -68.2 -0.1263 0.0 15.450 -1.952 Vel = 9.85 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 23 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -68.20 29.120 K Factor =-12.64 39A -36.76 1.682 1E 4.95 10.500 27.102 to 120.0 0.0 4.950 4.548 Li -36.76 -0.0403 0.0 15.450 -0.623 Vel = 5.31 Li 0.0 1.682 1 4.95 5.540 31.027 to 120.0 IT 9.9 14.850 0.0 L3 -36.76 -0.0403 0.0 20.390 -0.821 Vel = 5.31 0.0 -36.76 30.206 K Factor = -6.69 L6 13.27 1.682 IT 9.9 43.540 35.303 to 120.0 0.0 9.900 0.0 61 13.27 0.0061 0.0 53.440 0.326 Vel = 1.92 61 -22.56 1.682 0.0 2.000 35.629 to 120.0 0.0 0.0 0.0 61A -9.29 -0.0030 0.0 2.000 -0.006 Vel = 1.34 61A 23.76 1.682 1E 4.95 27.040 35.623 to 120.0 0.0 4.950 0.0 62 14.47 0.0072 0.0 31.990 0.230 Vel = 2.09 62 0.0 1.682 1E 4.95 28.790 35.853 to 120.0 0.0 4.950 0.0 63 14.47 0.0072 0.0 33.740 0.242 Vel = 2.09 63 0.0 1.682 IT 9.9 13.380 36.095 to 120.0 0.0 9.900 0.0 64 14.47 0.0072 0.0 23.280 0.167 Vel = 2.09 0.0 14.47 36.262 K Factor = 2.40 61 22.56 1.682 IF 2.475 11.210 35.629 to 120.0 0.0 2.475 0.0 69 22.56 0.0164 0.0 13.685 0.224 Vel = 3.26 69 0.0 1.682 IT 9.9 6.710 35.853 to 120.0 0.0 9.900 0.0 70 22.56 0.0163 0.0 16.610 0.271 Vel = 3.26 0.0 22.56 36.124 K Factor = 3.75 67 -17.79 1.682 IT 9.9 18.580 36.423 to 120.0 0.0 9.900 0.0 70 -17.79 -0.0105 0.0 28.480 -0.299 Vel = 2.57 70 22.56 1.682 1 9.9 42.080 36.124 to 120.0 1 4.95 14.850 0.0 71 4.77 0.0009 0.0 56.930 0.052 Vel = 0.69 71 0.0 1.682 1 9.9 31.540 36.176 to 120.0 0.0 9.900 0.0 72 4.77 0.0009 0.0 41.440 0.038 Vel = 0.69 72 0.0 1.682 IT 9.9 42.080 36.214 to 120.0 0.0 9.900 0.0 64 4.77 0.0009 0.0 51.980 0.048 Vel = 0.69 64 14.47 1.682 IT 9.9 3.380 36.262 to 120.0 0.0 9.900 0.0 65 19.24 0.0121 0.0 13.280 0.161 Vel = 2.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 24 Marbnsa First Floor Date 6-6-13 Hyd Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 65 -19.84 1.682 IT 9.9 9.580 36.423 to 120.0 0.0 9.900 0.0 67 -0.6 0.0 0.0 19.480 0.0 Vel = 0.09 0.0 -0.60 36.423 KFactor= -0.10 L9 34.71 1.682 IT 9.9 2.830 41.616 to 120.0 0.0 9.900 0.0 7 34.71 0.0362 0.0 12.730 0.461 Vel = 5.01 0.0 34.71 42.077 KFactor= 5.35 66 73.28 2.157 1E 6.153 10.000 36.563 to 120.0 0.0 6.153 4.331 L12 73.28 0.0430 0.0 16.153 0.694 Vel = 6.43 0.0 73.28 41.588 KFactor= 11.36 68 68.71 2.157 1E 6.153 10.000 36.530 to 120.0 0.0 6.153 4.331 L13 68.71 0.0381 0.0 16.153 0.616 Vel = 6.03 0.0 68.71 41.477 K Factor= 10.67 L12 73.28 2.157 11 12.307 1.000 41.588 to 120.0 0.0 12.307 0.0 10 73.28 0.0430 0.0 13.307 0.572 Vel = 6.43 0.0 73.28 42.160 KFactor= 11.29 L13 68.71 2.157 IT 12.307 1.000 41.477 to 120.0 0.0 12.307 0.0 ii 68.71 0.0382 0.0 13.307 0.508 Vel = 6.03 0.0 68.71 41.985 KFactor= 10.60 10 -46.15 2.157 0.0 9.583 42.160 to 120.0 0.0 0.0 0.0 11 -46.15 -0.0183 0.0 9.583 -0.175 Vel = 4.05 0.0 -46.15 41.985 KFactor= -7.12 10 119.44 2.157 IT 12.307 2.170 42.160 to 120.0 0.0 12.307 0.0 2 119.44 0.1060 0.0 14.477 1.535 Vel= 10.49 0.0 119.44 43.695 K Factor= 18.07 11 22.56 2.157 IT 12.307 18.460 41.985 to 120.0 0.0 12.307 0.0 5 22.56 0.0048 0.0 30.767 0.149 Vel = 1.98 0.0 22.56 42.134 KFactor= 3.48 2 150.30 2.157 1 12.307 3.000 43.695 to 120.0 0.0 12.307 0.0 1 150.3 0.1622 0.0 15.307 2.483 Vel = 13.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 25 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 150.30 46.178 KFactor= 22.12 5 -8.30 2.157 IF 2.461 19.080 42.134 to 120.0 0.0 2.461 0.0 6 -8.3 -0.0007 0.0 21.541 -0.016 Vel = 0.73 6 0.0 2.157 IT 12.307 40.710 42.118 to 120.0 0.0 12.307 0.0 7 -8.3 -0.0008 0.0 53.017 -0.041 Vel = 0.73 7 34.71 2.157 1 2.461 24.250 42.077 to 120.0 0.0 2.461 0.0 8 26.41 0.0065 0.0 26.711 0.174 Vel = 2.32 8 44.24 2.157 1E 6.153 59.210 42.251 to 120.0 0.0 6.153 0.0 9 70.65 0.0401 0.0 65.363 2.624 Vel = 6.20 9 0.0 2.157 IT 12.307 20.170 44.875 to 120.0 0.0 12.307 0.0 1 70.65 0.0401 0.0 32.477 1.303 Vel = 6.20 1 150.29 4.26 2E 26.334 8.000 46.178 to 120.0 0.0 26.334 0.0 12 220.94 0.0120 0.0 34.334 0.413 Vel = 4.97 12 0.0 4.26 IFsp 0.0 7.500 46.591 to 120.0 1E 13.167 42.135 6.248 * Fixed loss = 3 BR 220.94 0.0120 IS 28.968 49.635 0.598 Vel = 4.97 BR 0.0 4.26 2E 26.334 5.000 53.437 to 120.0 0.0 26.334 -1.732 UG3 220.94 0.0120 0.0 31.334 0.377 Vel = 4.97 UG3 0.0 4.1 0.0 11.000 52.082 to 140.0 0.0 0.0 0.0 UG 220.94 0.0109 0.0 11.000 0.120 Vel = 5.37 UG 0.0 3.5 IT 15.282 100.000 52.202 to 150.0 1G 1.528 16.810 0.0 UH 220.94 0.0207 0.0 116.810 2.421 Vel = 7.37 UH 0.0 5.153 4E 38.266 45.000 54.623 to 150.0 0.0 38.267 0.0 UGi 220.94 0.0032 0.0 83.267 0.263 Vel = 3.40 UG1 0.0 6.16 2E 40.168 7.000 54.886 to 140.0 0.0 40.168 -3.465 BD 220.94 0.0015 0.0 47.168 0.071 Vel = 2.38 BD 0.0 6.16 iZaf 0.0 3.000 51.492 to 140.0 0.0 0.0 2.958 * Fixed loss = 2.958 BS 220.94 0.0013 0.0 3.000 0.004 Vel = 2.38 BS 0.0 6.16 2E 40.168 7.000 54.454 to 140.0 0.0 40.168 3.465 UG2 220.94 0.0015 0.0 47.168 0.071 Vel = 2.38 UG2 0.0 5.153 1E 9.567 20.000 57.990 to 150.0 1G 2.05 11.617 -2.166 CTY 220.94 0.0032 0.0 31.617 0.100 Vel = 3.40 100.00 Qa = 100.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 26 Marbrisa First Floor Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 320.94 55.924 KFactor= 42.92 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 Job Name Marbrisa Sales Bldg. /ATTIC Building FP-6 Location : 1595 MARBRISA CIRCLE, CARLSBAD, CA System : Remote Area #4 Contract : N/A Data File Marbrisa Sales Attic.WXF 0(1) Ipi Nc 'UCD C M - c 3 LI (• > .)C ca w -Ø co • .E o; LUc. c. ••1 oc (4 co cc 3— -n -, CL C 0' - CD c0' .c o £3 2 Mi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa Sales Bldg. /ATTIC Date 7-1-13 HYDRAULIC CALCULATIONS for Project name: MARBRISA RESORT-SALES BLDG. (ATTIC CALC.) Location: 1595 MARBRISA CIRCLE, CARLSBAD, CA Drawing no: FP-6 Date: 8-2-13 Design Remote area number: Remote Area #4 Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 1140 - 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): 324.52 -GPM @,66,74. Psi Type of system: WET SYSTEM Volume of dry orpreaction system: N/A - Gal Water supply information Date: 4-8-13 Location: AT SITE Source: CARLSBAD FIRE PREVENTION 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 ha ving 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) Page 2 Marbrisa Attic Date 6-6-13 City Water Supply: Demand: Cl - Static Pressure : 85.5 Dl - Elevation : 14.725 C2 - Residual Pressure: 18 D2 - System Flow : 224.52 C2 - Residual Flow : 2493.3 D2 - System Pressure : 60.760 Hose(Adj City) Hose ( Demand) : 100 D3 - System Demand : 324.52 Safety Margin : 23.187 150 140 130 p120 R0 E 100 s90 : S80 U 70 02 R :: E 40 30 - - _____ ______ ________ __________ ____________ _______________ :: 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fiftings Used Summary Page 3 Marbrisa Attic Date 6-6-13 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 1 1 2 2 2 2 2 2 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T NFPA 139O' Flow thruTee 3 4 5 6 B 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 / Flow Summary - STANDARD Page 4 Marbnsa Attic Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Fl 7.0 39.08 na F2 7.0 39.07 na F3 7.0 39.06 na F4 7.0 39.05 na F5 7.0 39.05 na F6 7.0 39.04 na F7 7.0 39.04 na F8 7.0 39.04 na F9 7.0 39.04 na F1O 7.0 39.07 na Fli 7.0 39.07 na F12 7.0 39.07 na 11 8.5 38.43 na T2 8.5 38.42 na T3 8.5 38.41 na 15 8.5 38.4 na T4 8.5 38.4 na T6 8.5 38.39 na 17 8.5 38.39 na T8 8.5 38.39 na T9 8.5 38.39 na C 8.5 38.39 na T12 8.5 38.42 na T11 8.5 38.42 na Al 8.5 38.42 na 110 8.5 38.42 na A2 8.5 38.42 na 51 8.5 38.43 na 52 8.5 38.42 na 53 8.5 38.41 na 54 8.5 38.4 na 55 8.5 38.39 na L4 8.5 38.36 na 60 8.5 39.26 na 59 8.5 40.38 na L7 8.5 41.19 na L10 -1.5 46.07 na Lii -1.5 46.63 na 58A 8.5 40.3 na 56 8.5 38.45 na L3 8.5 38.49 na 57 8.5 39.42 na 58 8.5 40.29 na L6 8.5 40.68 na L5 8.5 40.92 na L8 -1.5 45.65 na Bi -1.5 47.69 na B2 -1.5 47.69 na B3 -1.5 47.5 na B4 -1.5 47.42 na B5 -1.5 47.17 na B6 -1.5 47.07 na B7 -1.5 47.76 na B8 -1.5 47.76 na B9 -1.5 47.76 na Ki -1.5 47.69 na 3 -1.5 47.69 na K6 -1.5 47.76 na K6A -1.5 47.86 na K2 -1.5 47.5 na K3 -1.5 47.42 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 5 Marbrisa Athc Date 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. -1.5 47.24 na -1.5 47.17 na -1.5 47.1 na -1.5 47.07 na 34.0 5.6 10.87 na 34.0 5.6 12.07 na 34.0 5.6 10.63 na 34.0 5.6 11.8 na 34.0 5.6 10.81 na 34.0 5.6 12.0 na 34.0 5.6 7.22 na 34.0 5.6 8.04 na 34.0 5.6 8.91 na 34.0 5.6 8.42 na 34.0 5.6 8.92 na 34.0 5.6 7.0 na 34.0 5.6 8.02 na 34.0 14.55 na 34.0 14.23 na 34.0 14.47 na 34.0 20.16 na 34.0 25.23 na 34.0 25.23 na 34.0 17.28 na 34.0 9.71 na 34.0 9.65 na 34.0 9.63 na 34.0 9.65 na 34.0 9.75 na 34.0 16.81 na 34.0 22.25 na 34.0 22.13 na 34.0 21.93 na 34.0 21.8 na 34.0 18.62 na 34.0 24.83 na 34.0 24.81 na 34.0 25.02 na 34.0 25.0 na 8.5 40.69 na 8.5 40.69 na 34.0 25.7 na 34.0 25.69 na 8.5 37.77 na 23.0 32.47 na 23.0 32.47 na 23.0 32.47 na 23.0 32.47 na 23.0 32.47 na 23.0 32.48 na 23.0 32.48 na 23.0 32.47 na 23.0 32.47 na 23.0 32.47 na 23.0 32.46 na 19.5 33.98 na 19.5 33.99 na 19.5 33.99 na 19.5 33.99 na 19.5 33.99 na 19.5 33.99 na 18.47 0.1 130 7.0 19.46 0.1 130 7.0 18.25 0.1 130 7.0 19.24 0.1 130 7.0 18.41 0.1 130 7.0 19.4 0.1 130 7.0 15.05 0.1 130 7.0 15.88 0.1 130 7.0 16.72 0.1 130 7.0 16.25 0.1 130 7.0 16.72 0.1 130 7.0 14.82 0.1 130 7.0 15.86 0.1 130 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 6 Marbnsa Attic Date 6-6-13 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 16B 19.5 33.99 na 18A 19.5 33.99 na 27A 19.5 33.98 na 25A 19.5 33.98 na 26A 19.5 33.98 na 23A 19.5 33.98 na 22B 19.5 33.98 na 24A 19.5 33.98 na lix 19.5 33.98 na 12X 19.5 33.99 na 13X 19.5 33.99 na 14X 19.5 33.99 na 15X 19.5 33.99 na 20X 19.5 33.98 na 19X 19.5 33.98 na 18X 19.5 33.98 na 17X 19.5 33.98 na 17Y 19.5 33.98 na 16X 19.5 33.99 na 16Y 19.5 34.0 na 21X 19.5 34.02 na 23X 19.5 33.95 na 22X 19.0 34.24 na 24X 19.0 34.17 na 25 19.0 34.14 na 39A 19.0 32.74 na 39 19.0 33.73 na 39B 19.0 33.03 na 38 19.0 33.01 na 37 19.0 32.97 na 37A 19.0 32.73 na 37B 19.0 32.95 na 36 19.0 33.37 na 35 19.0 34.31 na 26 19.0 34.27 na 27 19.0 34.55 na 32 19.0 34.6 na 33 19.0 34.67 na 34 19.0 34.72 na 30 19.0 34.93 na 28 19.0 34.94 na 31 19.0 34.99 na 29 19.0 35.02 na Li 8.5 37.81 na 61 8.5 40.68 na 61A 8.5 40.68 na 62 8.5 40.69 na 63 8.5 40.69 na 69 8.5 40.68 na 67 8.5 40.69 na 70 8.5 40.69 na 71 8.5 40.69 na 72 8.5 40.69 na 64 8.5 40.69 na 65 8.5 40.69 na L9 -1.5 46.46 na L12 -1.5 45.88 na L13 -1.5 45.79 na 10 -1.5 46.59 na 11 -1.5 46.43 na 2 -1.5 48.26 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Page 7 Marbrisa Attic Date 6-6-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 5 -1.5 46.77 na 6 -1.5 46.78 na 7 -1.5 46.8 na 8 -1.5 47.08 na 9 -1.5 49.62 na 1 -1.5 50.89 na 12 -1.5 51.31 na BR -9.0 58.18 na UG3 -5.0 56.83 na UG -5.0 56.96 na UH -5.0 59.45 na UG1 -5.0 59.72 na BD 3.0 56.33 na BS 3.0 59.29 na UG2 -5.0 62.82 na CTY 0.0 60.76 na 100.0 The maximum velocity is 13.61 and it occurs in the pipe between nodes 2 and I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 8 Marbnsa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Fl 0.0 1.08 1E 2.305 1.500 39.076 to 120.0 0.0 2.305 -0.650 Ti 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 38.427 K Factor = 0 F2 0.0 1.08 1E 2.305 1.500 39.071 to 120.0 0.0 2.305 -0.650 T2 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 38.422 K Factor = 0 F3 0.0 1.08 1E 2.305 1.500 39.063 to 120.0 0.0 2.305 -0.650 T3 0.0 0.0 0.0 3.805 0.0 Vet = 0 0.0 0.0 38.413 K Factor 0 F4 0.0 1.08 1 5.762 1.500 39.048 to 120.0 0.0 5.762 -0.650 T4 0.0 0.0 0.0 7.262 0.0 Vel = 0 0.0 0.0 38.398 K Factor = 0 F5 0.0 1.08 1E 2.305 1.500 39.048 to 120.0 0.0 2.305 -0.650 T5 0.0 0.0 0.0 3.805 0.0 Vel = 0 0.0 0.0 38.398 K Factor = 0 F6 0.0 1.08 1 2.305 1.500 39.038 to 120.0 0.0 2.305 -0.650 T6 0.0 0.0003 0.0 3.805 0.001 Vel = 0 0.0 0.0 38.389 K Factor = 0 F7 0.0 1.08 11 5.762 1.500 39.038 to 120.0 0.0 5.762 -0.650 17 0.0 0.0001 0.0 7.262 0.001 Vet = 0 0.0 0.0 38.389 K Factor = 0 F8 0.0 1.08 1 2.305 1.500 39.038 to 120.0 0.0 2.305 -0.650 18 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 38.389 K Factor = 0 F9 0.0 1.08 1 2.305 1.500 39.038 to 120.0 0.0 2.305 -0.650 T9 0.0 0.0003 0.0 3.805 0.001 Vel = 0 0.0 0.0 38.389 K Factor = 0 FIO 0.0 1.08 1 5.762 1.500 39.071 to 120.0 0.0 5.762 -0.650 TIO 0.0 0.0001 0.0 7.262 0.001 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Wtndham N.H. USA 03087 Final Calculations - Hazen-Williams Page 9 Marbrisa Attic Date 6-6-13 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 0.0 38.422 K Factor = 0 F11 0.0 1.08 1E 2.305 1.500 39.071 to 120.0 0.0 2.305 -0.650 T11 0.0 0.0003 0.0 3.805 0.001 Vet = 0 0.0 0.0 38.422 K Factor = 0 F12 0.0 1.08 iT 5.762 1.500 39.071 to 120.0 0.0 5.762 -0.650 112 0.0 0.0001 0.0 7.262 0.001 Vet = 0 0.0 0.0 38.422 K Factor = 0 Ti 0.0 1.08 IT 5.762 7.170 38.427 to 120.0 0.0 5.762 0.0 51 0.0 0.0 0.0 12.932 0.0 Vel = 0 0.0 0.0 38.427 K Factor = 0 T2 0.0 1.08 iT 5.762 4.170 38.422 to 120.0 0.0 5.762 0.0 52 0.0 0.0 0.0 9.932 0.0 Vet = 0 0.0 0.0 38.422 K Factor = 0 T3 0.0 1.08 1 5.762 4.170 38.413 to 120.0 0.0 5.762 0.0 53 0.0 0.0 0.0 9.932 0.0 Vet = 0 0.0 0.0 38.413 K Factor =0 T5 0.0 1.08 2E 4.61 6.210 38.398 to 120.0 0.0 4.610 0.0 T4 0.0 0.0 0.0 10.820 0.0 Vet = 0 T4 0.0 1.08 1E 2.305 11.420 38.398 to 120.0 iT 5.762 8.067 0.0 54 0.0 0.0 0.0 19.487 0.0 Vet = 0 0.0 0.0 38.398 K Factor = 0 T6 0.0 1.08 1 5.762 6.000 38.389 to 120.0 0.0 5.762 0.0 T7 0.0 0.0 0.0 11.762 0.0 Vet = 0 T7 0.0 1.08 iT 5.762 1.710 38.389 to 120.0 0.0 5.762 0.0 55 0.0 0.0 0.0 7.472 0.0 Vet = 0 0.0 0.0 38.389 K Factor = 0 T8 0.0 1.08 1 5.762 7.170 38.389 to 120.0 0.0 5.762 0.0 C 0.0 0.0 0.0 12.932 0.0 Vel = 0 0.0 0.0 38.389 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 10 Marbnsa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T9 0.0 1.08 IT 5.762 2.670 38.389 to 120.0 0.0 5.762 0.0 C 0.0 0.0 0.0 8.432 0.0 Vet = 0 C 0.0 1.08 IT 5.762 5.850 38.389 to 120.0 0.0 5.762 0.0 55 0.0 0.0 0.0 11.612 0.0 Vet = 0 0.0 0.0 38.389 K Factor =0 T12 0.0 1.08 1 2.305 12.120 38.422 to 120.0 0.0 2.305 0.0 Al 0.0 0.0 0.0 14.425 0.0 Vet = 0 0.0 0.0 38.422 K Factor = 0 TlI 0.0 1.08 0.0 2.000 38.422 to 120.0 0.0 0.0 0.0 Al 0.0 0.0 0.0 2.000 0.0 Vet = 0 Al 0.0 1.08 0.0 8.000 38.422 to 120.0 0.0 0.0 0.0 A2 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 38.422 K Factor = 0 T10 0.0 1.08 lT 5.762 2.000 38.422 to 120.0 0.0 5.762 0.0 A2 0.0 0.0 0.0 7.762 0.0 Vet = 0 A2 0.0 1.08 1T 5.762 3.830 38.422 to 120.0 0.0 5.762 0.0 52 0.0 0.0 0.0 9.592 0.0 Vet = 0 0.0 0.0 38.422 K Factor = 0 51 -5.08 1.682 0.0 5.000 38.427 to 120.0 0.0 0.0 0.0 52 -5.08 -0.0010 0.0 5.000 -0.005 Vet = 0.73 52 0.0 1.682 0.0 8.000 38.422 to 120.0 0.0 0.0 0.0 53 -5.08 -0.0011 0.0 8.000 -0.009 Vet = 0.73 53 0.0 1.682 1T 9.9 4.750 38.413 to 120.0 0.0 9.900 0.0 54 -5.08 -0.0010 0.0 14.650 -0.015 Vet = 0.73 54 0.0 1.682 0.0 9.080 38.398 to 120.0 0.0 0.0 0.0 55 -5.08 -0.0010 0.0 9.080 -0.009 Vet = 0.73 55 0.0 1.682 IT 9.9 19.040 38.389 to 120.0 0.0 9.900 0.0 L4 -5.08 -0.0010 0.0 28.940 -0.030 Vet = 0.73 L4 32.34 1.682 iT 9.9 29.080 38.359 to 120.0 0.0 9.900 0.0 60 27.26 0.0231 0.0 38.980 0.902 Vet = 3.94 60 0.0 1.682 2T 19.799 23.370 39.261 to 120.0 1E 4.95 24.749 0.0 59 27.26 0.0232 0.0 48.119 1.115 Vet = 3.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 11 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 59 7.77 1.682 2E 9.9 12.170 40.376 to 120.0 0.0 9.900 0.0 L7 35.03 0.0368 0.0 22.070 0.812 Vet = 5.06 L7 0.0 1.682 IE 4.95 10.000 41.188 to 120.0 0.0 4.950 4.331 L1O 35.03 0.0369 0.0 14.950 0.551 Vel = 5.06 L10 0.0 1.682 IT 9.9 5.330 46.070 to 120.0 0.0 9.900 0.0 Lii 35.03 0.0368 0.0 15.230 0.561 Vel= 5.06 Lii 0.0 1.682 IT 9.9 2.330 46.631 to 120.0 0.0 9.900 0.0 8 35.03 0.0368 0.0 12.230 0.450 Vet = 5.06 0.0 35.03 47.081 KFactor= 5.11 59 -7.77 1.682 IT 9.9 25.040 40.376 to 120.0 0.0 9.900 0.0 58A -7.77 -0.0023 0.0 34.940 -0.080 Vet = 1.12 58A 0.0 1.682 0.0 2.000 40.296 to 120.0 0.0 0.0 0.0 58 -7.77 -0.0020 0.0 2.000 -0.004 Vel = 1.12 0.0 -7.77 40.292 K Factor= -1.22 51 5.08 1.682 IT 9.9 10.750 38.427 to 120.0 0.0 9.900 0.0 56 5.08 0.0010 0.0 20.650 0.021 Vet = 0.73 56 0.0 1.682 IT 9.9 28.130 38.448 to 120.0 0.0 9.900 0.0 L3 5.08 0.0011 0.0 38.030 0.040 Vel = 0.73 L3 33.27 1.682 1 2.475 19.000 38.488 to 120.0 0.0 2.475 0.0 57 38.35 0.0435 0.0 21.475 0.934 Vel = 5.54 57 0.0 1.682 IT 9.9 10.080 39.422 to 120.0 0.0 9.900 0.0 58 38.35 0.0435 0.0 19.980 0.870 Vet = 5.54 58 -7.77 1.682 IT 9.9 3.670 40.292 to 120.0 0.0 9.900 0.0 L6 30.58 0.0286 0.0 13.570 0.388 Vel = 4.42 L6 -1.27 1.682 1E 4.95 4.250 40.680 to 120.0 0.0 4.950 0.0 L5 29.31 0.0265 0.0 9.200 0.244 Vel = 4.23 L5 0.0 1.682 1E 4.95 10.000 40.924 to 120.0 0.0 4.950 4.331 L8 29.31 0.0265 0.0 14.950 0.396 Vet = 4.23 L8 0.0 1.682 1E 4.95 15.750 45.651 to 120.0 IT 9.9 14.850 0.0 L9 29.31 0.0265 0.0 30.600 0.810 Vel = 4.23 0.0 29.31 46.461 K Factor = 4.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 12 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 131 0.0 1.08 2E 4.61 9.500 47.693 to 120.0 IT 5.762 10.372 0.0 K1 0.0 0.0 0.0 19.872 0.0 Vel = 0 0.0 0.0 47.693 K Factor = 0 B2 0.0 1.08 2E 4.61 1.500 47.693 to 120.0 IT 5.762 10.372 0.0 Ki 0.0 0.0 0.0 11.872 0.0 Vel = 0 0.0 0.0 47.693 K Factor = 0 B3 0.0 1.08 1 2.305 3.540 47.500 to 120.0 IT 5.762 8.067 0.0 K2 0.0 0.0 0.0 11.607 0.0 Vel = 0 0.0 0.0 47.500 K Factor = 0 B4 0.0 1.08 1E 2.305 3.540 47.418 to 120.0 IT 5.762 8.067 0.0 K3 0.0 0.0 0.0 11.607 0.0 Vel = 0 0.0 0.0 47.418 K Factor =0 B5 0.0 1.08 1E 2.305 9.210 47.171 to 120.0 IT 5.762 8.067 0.0 K4 0.0 0.0 0.0 17.277 0.0 Vel = 0 0.0 0.0 47.171 K Factor =0 B6 0.0 1.08 1E 2.305 9.210 47.072 to 120.0 IT 5.762 8.067 0.0 K5 0.0 0.0 0.0 17.277 0.0 Vel = 0 0.0 0.0 47.072 K Factor = 0 B7 0.0 1.08 0.0 10.000 47.762 to 120.0 0.0 0.0 0.0 B8 0.0 0.0 0.0 10.000 0.0 Vel = 0 B8 0.0 1.08 IT 5.762 1.000 47.762 to 120.0 0.0 5.762 0.0 K6 0.0 0.0 0.0 6.762 0.0 Vel = 0 0.0 0.0 47.762 K Factor =0 B9 0.0 1.08 1 2.305 9.000 47.762 to 120.0 IT 5.762 8.067 0.0 K6 0.0 0.0 0.0 17.067 0.0 Vel = 0 0.0 0.0 47.762 K Factor = 0 Ki 0.0 1.08 IT 5.762 3.040 47.693 to 120.0 0.0 5.762 0.0 3 0.0 0.0 0.0 8.802 0.0 Vel = 0 3 30.03 2.157 0.0 8.460 47.693 to 120.0 0.0 0.0 0.0 K6 30.03 0.0082 0.0 8.460 0.069 Vel = 2.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams Page 13 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn K6 0.0 2.157 0.0 12.000 47.762 to 120.0 0.0 0.0 0.0 K6A 30.03 0.0082 0.0 12.000 0.099 Vet = 2.64 K6A 0.0 2.157 IT 12.307 35.750 47.861 to 120.0 0.0 12.307 0.0 2 30.03 0.0083 0.0 48.057 0.397 Vet = 2.64 0.0 30.03 48.258 K Factor = 4.32 3 -30.03 2.157 iT 12.307 11.000 47.693 to 120.0 0.0 12.307 0.0 K2 -30.03 -0.0083 0.0 23.307 -0.193 Vet = 2.64 K2 0.0 2.157 0.0 10.000 47.500 to 120.0 0.0 0.0 0.0 K3 -30.03 -0.0082 0.0 10.000 -0.082 Vel = 2.64 K3 0.0 2.157 IT 12.307 9.210 47.418 to 120.0 0.0 12.307 0.0 4 -30.03 -0.0082 0.0 21.517 -0.177 Vet = 2.64 4 0.0 2.157 0.0 8.460 47.241 to 120.0 0.0 0.0 0.0 K4 -30.03 -0.0083 0.0 8.460 -0.070 Vel = 2.64 K4 0.0 2.157 0.0 8.420 47.171 to 120.0 0.0 0.0 0.0 K4A -30.03 -0.0083 0.0 8.420 -0.070 Vel = 2.64 K4A 0.0 2.157 0.0 3.580 47.101 to 120.0 0.0 0.0 0.0 K5 -30.03 -0.0081 0.0 3.580 -0.029 Vel = 2.64 K5 0.0 2.157 iT 12.307 23.790 47.072 to 120.0 0.0 12.307 0.0 5 -30.03 -0.0083 0.0 36.097 -0.298 Vel = 2.64 0.0 -30.03 46.774 K Factor= -4.39 SI 18.47 1.08 1E 2.305 10.000 10.874 K Factor =5.60 to 120.0 0.0 2.305 0.0 S2 18.47 0.0974 0.0 12.305 1.198 Vet = 6.47 S2 19.45 1.08 IT 5.762 0.960 12.072 K Factor = 5.60 to 120.0 0.0 5.762 0.0 Jl 37.92 0.3689 0.0 6.722 2.480 Vel = 13.28 0.0 37.92 14.552 K Factor = 9.94 S3 18.25 1.08 1 2.305 10.000 10.626 K Factor =5.60 to 120.0 0.0 2.305 0.0 S4 18.25 0.0953 0.0 12.305 1.173 Vel = 6.39 S4 19.24 1.08 1 5.762 0.960 11.799 K Factor= 5.60 to 120.0 0.0 5.762 0.0 J2 37.49 0.3611 0.0 6.722 2.427 Vel = 13.13 0.0 37.49 14.226 K Factor = 9.94 S5 18.41 1.08 1E 2.305 10.000 10.809 K Factor =5.60 to 120.0 0.0 2.305 0.0 S6 18.41 0.0969 0.0 12.305 1.192 Vet = 6.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 14 Marbnsa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S6 19.40 1.08 IT 5.762 0.960 12.001 K Factor = 5.60 to 120.0 0.0 5.762 0.0 J3 37.81 0.3669 0.0 6.722 2.466 Vet = 13.24 0.0 37.81 14.467 K Factor = 9.94 S7 15.05 1.08 1E 2.305 10.000 7.219 K Factor =5.60 to 120.0 0.0 2.305 0.0 S8 15.05 0.0667 0.0 12.305 0.821 Vet = 5.27 S8 15.87 1.08 IT 5.762 1.000 8.040 K Factor =5.60 to 120.0 0.0 5.762 0.0 J8 30.92 0.2529 0.0 6.762 1.710 Vet = 10.83 0.0 30.92 9.750 K Factor = 9.90 S9 16.72 1.08 1 2.305 1.040 8.913 K Factor =5.60 to 120.0 IT 5.762 8.067 0.0 J7 16.72 0.0810 0.0 9.107 0.738 Vet = 5.86 0.0 16.72 9.651 K Factor = 5.38 S10 16.25 1.08 2T 11.524 4.170 8.424 K Factor =5.60 to 120.0 0.0 11.524 0.0 J6 16.25 0.0769 0.0 15.694 1.207 Vet = 5.69 0.0 16.25 9.631 K Factor = 5.24 SI1 16.72 1.08 1E 2.305 1.040 8.916 K Factor =5.60 to 120.0 IT 5.762 8.067 0.0 J5 16.72 0.0810 0.0 9.107 0.738 Vel = 5.86 0.0 16.72 9.654 K Factor = 5.38 S12 14.82 1.08 IT 5.762 10.000 7.000 K Factor =5.60 to 120.0 0.0 5.762 0.0 S13 14.82 0.0648 0.0 15.762 1.022 Vel= 5.19 S13 15.86 1.08 IT 5.762 1.000 8.022 K Factor =5.60 to 120.0 0.0 5.762 0.0 J4 30.68 0.2492 0.0 6.762 1.685 Vet = 10.74 0.0 30.68 9.707 K Factor = 9.85 JI -20.72 1.442 0.0 11.040 14.552 to 120.0 0.0 0.0 0.0 J2 -20.72 -0.0295 0.0 11.040 -0.326 Vel = 4.07 J2 37.49 1.442 0.0 12.080 14.226 to 120.0 0.0 0.0 0.0 J3 16.77 0.0200 0.0 12.080 0.241 Vet = 3.29 J3 37.81 1.442 IF 1.239 30.920 14.467 to 120.0 0.0 1.239 0.0 J19 54.58 0.1771 0.0 32.159 5.694 Vet = 10.72 J19 0.0 1.442 IT 7.432 21.210 20.161 to 120.0 0.0 7.432 0.0 RA 54.58 0.1770 0.0 28.642 5.070 Vel = 10.72 Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 15 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J2A 0.91 1.682 IE 4.95 0.500 25.231 to 120.0 0.0 4.950 0.0 TR3 55.49 0.0862 0.0 5.450 0.470 Vel = 8.01 0.0 55.49 25.701 KFactor= 10.95 J2A -0.90 1.442 iT 7.432 25.920 25.231 to 120.0 0.0 7.432 0.0 J5A -0.9 -0.0001 0.0 33.352 -0.003 Vel = 0.18 J5A 56.13 1.682 IE 4.95 0.500 25.228 to 120.0 0.0 4.950 0.0 TR4 55.23 0.0855 0.0 5.450 0.466 Vel = 7.97 0.0 55.23 25.694 KFactor= 10.90 J5A -56.13 1.442 IT 7.432 35.210 25.228 to 120.0 0.0 7.432 0.0 J12 -56.13 -0.1864 0.0 42.642 -7.949 VeI= 11.03 J12 0.0 1.442 IF 1.239 39.380 17.279 to 120.0 0.0 1.239 0.0 J4 -56.13 -0.1864 0.0 40.619 -7.572 Vel = 11.03 J4 30.68 1.442 0.0 1.210 9.707 to 120.0 0.0 0.0 0.0 J5 -25.45 -0.0438 0.0 1.210 -0.053 Vel = 5.00 J5 16.72 1.442 0.0 3.920 9.654 to 120.0 0.0 0.0 0.0 J6 -8.73 -0.0059 0.0 3.920 -0.023 Vel = 1.72 J6 16.25 1.442 0.0 4.460 9.631 to 120.0 0.0 0.0 0.0 J7 7.52 0.0045 0.0 4.460 0.020 Vel = 1.48 J7 16.72 1.442 0.0 2.500 9.651 to 120.0 0.0 0.0 0.0 J8 24.24 0.0396 0.0 2.500 0.099 Vel = 4.76 J8 30.92 1.442 1 1.239 37.880 9.750 to 120.0 0.0 1.239 0.0 J13 55.16 0.1805 0.0 39.119 7.062 Vel= 10.84 J13 0.0 1.442 iT 7.432 22.710 16.812 to 120.0 0.0 7.432 0.0 J14 55.16 0.1805 0.0 30.142 5.442 Vel= 10.84 J14 -64.21 1.442 IT 7.432 12.190 22.254 to 120.0 0.0 7.432 0.0 J15 -9.05 -0.0064 0.0 19.622 -0.125 Vel = 1.78 J15 0.0 1.442 1E 3.716 27.670 22.129 to 120.0 0.0 3.716 0.0 J16 -9.05 -0.0064 0.0 31.386 -0.200 Vel = 1.78 J16 0.0 1.442 iT 7.432 12.330 21.929 to 120.0 0.0 7.432 0.0 J17 -9.05 -0.0064 0.0 19.762 -0.126 Vel = 1.78 J17 -49.59 1.442 iT 7.432 8.330 21.803 to 120.0 0.0 7.432 0.0 J18 -58.64 -0.2021 0.0 15.762 -3.186 Vet = 11.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 16 Marbnsa Attic Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. 11C..or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J18 0.0 1.442 iF 1.239 18.870 18.617 to 120.0 0.0 1.239 0.0 Ji -58.64 -0.2021 0.0 20.109 -4.065 Vel = 11.52 0.0 -58.64 14.552 K Factor = -15.37 J17 49.59 1.442 IT 7.432 12.960 21.803 to 120.0 0.0 7.432 0.0 Y 49.59 0.1482 0.0 20.392 3.023 Vel = 9.74 Y 4.71 2.157 1E 6.153 1.000 24.826 to 120.0 0.0 6.153 0.0 TR2 54.3 0.0247 0.0 7.153 0.177 Vet = 4.77 0.0 5430 25.003 KFactor= 10.86 J14 64.21 1.442 iT 7.432 3.250 22.254 to 120.0 0.0 7.432 0.0 X 64.21 0.2391 0.0 10.682 2.554 Vel = 12.61 X -4.70 2.157 1 6.153 1.000 24.808 to 120.0 0.0 6.153 0.0 TR1 59.51 0.0292 0.0 7.153 0.209 Vet = 5.22 0.0 59.51 25.017 KFactor= 11.90 X 4.70 1.442 0.0 9.583 24.808 to 120.0 0.0 0.0 0.0 Y 4.7 0.0019 0.0 9.583 0.018 Vet = 0.92 0.0 4.70 24.826 K Factor = 0.94 TR1 59.51 1.682 iT 9.9 25.500 25.017 to 120.0 0.0 9.900 6.496 31 59.51 0.0982 0.0 35.400 3.475 Vel = 8.59 0.0 59.51 34.988 K Factor = 10.06 TR2 54.30 1.682 1 4.95 37.500 25.003 to 120.0 0.0 4.950 6.496 29 54.3 0.0829 0.0 42.450 3.517 Vel = 7.84 0.0 54.30 35.016 K Factor = 9.18 66 -2.18 1.682 iT 9.9 0.960 40.689 to 120.0 0.0 9.900 0.0 65 -2.18 -0.0002 0.0 10.860 -0.002 Vel = 0.31 0.0 -2.18 40.687 KFactor= -0.34 68 0.91 1.682 iT 9.9 0.960 40.685 to 120.0 0.0 9.900 0.0 67 0.91 0.0001 0.0 10.860 0.001 Vel = 0.13 0.0 0.91 40.686 K Factor = 0.14 TR3 55.49 2.157 IE 6.153 15.000 25.701 to 120.0 0.0 6.153 6.496 39A 55.49 0.0257 0.0 21.153 0.544 Vet = 4.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 17 Marbrisa Attic Date 6-6-13 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 55.49 32.741 K Factor = 9.70 TR4 55.23 2.157 1E 6.153 15.000 25.694 to 120.0 0.0 6.153 6.496 37A 55.23 0.0255 0.0 21.153 0.539 Vel = 4.85 0.0 55.23 32.729 K Factor = 9.65 L2 32.35 1.682 1E 4.95 3.750 37.768 to 120.0 IT 9.9 14.850 0.0 L4 32.35 0.0318 0.0 18.600 0.591 Vel = 4.67 0.0 32.35 38.359 K Factor = 5.22 P1 0.0 1.08 1E 2.305 3.500 32.469 to 120.0 0.0 2.305 1.516 hA 0.0 0.0 0.0 5.805 0.0 Vel =0 0.0 0.0 33.985 K Factor = 0 P2 0.0 1.08 1E 2.305 3.500 32.471 to 120.0 0.0 2.305 1.516 12A 0.0 -0.0002 0.0 5.805 -0.001 Vet = 0 0.0 0.0 33.986 K Factor = 0 P3 0.0 1.08 1 2.305 3.500 32.472 to 120.0 0.0 2.305 1.516 13A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 33.988 K Factor = 0 P4 0.0 1.08 1E 2.305 3.500 32.474 to 120.0 0.0 2.305 1.516 14A 0.0 0.0 0.0 5.805 0.0 Vet = 0 0.0 0.0 33.990 K Factor = 0 P5 0.0 1.08 IT 5.762 3.500 32.474 to 120.0 0.0 5.762 1.516 15A 0.0 0.0 0.0 9.262 0.0 Vel = 0 0.0 0.0 33.990 K Factor = 0 P7 0.0 1.08 1E 2.305 3.500 32.476 to 120.0 0.0 2.305 1.516 17A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 33.992 K Factor = 0 P8 0.0 1.08 IT 5.762 3.500 32.476 to 120.0 0.0 5.762 1.516 18A 0.0 0.0 0.0 9.262 0.0 Vel = 0 0.0 0.0 33.992 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 18 Marbnsa Attic Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P27 0.0 1.08 IE 2.305 3.500 32.467 to 120.0 0.0 2.305 1.516 27A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 33.983 K Factor = 0 P25 0.0 1.08 1E 2.305 3.500 32.466 to 120.0 0.0 2.305 1.516 25A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 33.982 K Factor = 0 P26 0.0 1.08 1 5.762 3.500 32.466 to 120.0 0.0 5.762 1.516 26A 0.0 0.0 0.0 9.262 0.0 Vel = 0 0.0 0.0 33.982 K Factor = 0 P23 0.0 1.08 1E 2.305 3.500 32.464 to 120.0 0.0 2.305 1.516 23A 0.0 0.0 0.0 5.805 0.0 Vel = 0 0.0 0.0 33.980 K Factor = 0 hA 0.0 1.08 iT 5.762 2.290 33.985 to 120.0 0.0 5.762 0.0 lix 0.0 0.0 0.0 8.052 0.0 Vel = 0 0.0 0.0 33.985 K Factor = 0 12A 0.0 1.08 1 5.762 2.290 33.986 to 120.0 0.0 5.762 0.0 12X 0.0 0.0 0.0 8.052 0.0 Vel = 0 0.0 0.0 33.986 K Factor = 0 13A 0.0 1.08 iT 5.762 2.290 33.988 to 120.0 0.0 5.762 0.0 13X 0.0 0.0 0.0 8.052 0.0 Vel = 0 0.0 0.0 33.988 K Factor = 0 14A 0.0 1.08 1 2.305 8.790 33.990 to 120.0 0.0 2.305 0.0 15A 0.0 0.0 0.0 11.095 0.0 Vel = 0 15A 0.0 1.08 iT 5.762 3.710 33.990 to 120.0 0.0 5.762 0.0 14X 0.0 0.0 0.0 9.472 0.0 Vel = 0 0.0 0.0 33.990 K Factor = 0 17A 0.0 1.08 iT 5.762 3.330 33.992 to 120.0 0.0 5.762 0.0 16B 0.0 0.0 0.0 9.092 0.0 Vel = 0 16B 0.0 1.08 IE 2.305 7.210 33.992 to 120.0 0.0 2.305 0.0 18A 0.0 0.0 0.0 9.515 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 19 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 18A 0.0 1.08 IT 5.762 3.710 33.992 to 120.0 0.0 5.762 0.0 15X 0.0 0.0 0.0 9.472 0.0 Vel = 0 0.0 0.0 33.992 K Factor = 0 27A 0.0 1.08 11 5.762 2.580 33.983 to 120.0 0.0 5.762 0.0 20X 0.0 0.0 0.0 8.342 0.0 Vel = 0 0.0 0.0 33.983 K Factor = 0 25A 0.0 1.08 1E 2.305 8.833 33.982 to 120.0 0.0 2.305 0.0 26A 0.0 0.0 0.0 11.138 0.0 Vel = 0 26A 0.0 1.08 iT 5.762 3.210 33.982 to 120.0 0.0 5.762 0.0 19X 0.0 0.0 0.0 8.972 0.0 Vel = 0 0.0 0.0 33.982 K Factor =0 23A 0.0 1.08 1 2.305 3.330 33.980 to 120.0 iT 5.762 8.067 0.0 22B 0.0 0.0 0.0 11.397 0.0 Vel = 0 22B 0.0 1.08 0.0 7.250 33.980 to 120.0 0.0 0.0 0.0 24A 0.0 0.0 0.0 7.250 0.0 Vel = 0 24A 0.0 1.08 IT 5.762 3.210 33.980 to 120.0 0.0 5.762 0.0 18X 0.0 0.0 0.0 8.972 0.0 Vel = 0 0.0 0.0 33.980 K Factor = 0 lix 3.13 2.157 0.0 12.000 33.985 to 120.0 0.0 0.0 0.0 12X 3.13 0.0001 0.0 12.000 0.001 Vel = 0.27 12X 0.0 2.157 0.0 8.790 33.986 to 120.0 0.0 0.0 0.0 13X 3.13 0.0002 0.0 8.790 0.002 Vel = 0.27 13X 0.0 2.157 1E 6.153 15.420 33.988 to 120.0 0.0 6.153 0.0 14X 3.13 0.0001 0.0 21.573 0.002 Vel = 0.27 14X 0.0 2.157 0.0 11.750 33.990 to 120.0 0.0 0.0 0.0 15X 3.13 0.0002 0.0 11.750 0.002 Vel = 0.27 15X 0.0 2.157 0.0 11.460 33.992 to 120.0 0.0 0.0 0.0 16x 3.13 0.0001 0.0 11.460 0.001 Vel = 0.27 0.0 3.13 33.993 K Factor = 0.54 lix -3.13 2.157 1E 6.153 12.540 33.985 to 120.0 0.0 6.153 0.0 20x -3.13 -0.0001 0.0 18.693 -0.002 Vel = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 20 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 20X 0.0 2.157 0.0 7.420 33.983 to 120.0 0.0 0.0 0.0 19X -3.13 -0.0001 0.0 7.420 -0.001 Vet = 0.27 19X 0.0 2.157 0.0 11.750 33.982 to 120.0 0.0 0.0 0.0 18X -3.13 -0.0002 0.0 11.750 -0.002 Vet = 0.27 18X 0.0 2.157 0.0 11.460 33.980 to 120.0 0.0 0.0 0.0 17X -3.13 -0.0001 0.0 11.460 -0.001 Vet = 0.27 17X 0.0 2.157 0.0 12.920 33.979 to 120.0 0.0 0.0 0.0 17Y -3.13 -0.0002 0.0 12.920 -0.002 Vet = 0.27 17Y -5.31 2.157 2E 12.307 16.130 33.977 to 120.0 0.0 12.307 0.0 23X -8.44 -0.0008 0.0 28.437 -0.022 Vet = 0.74 0.0 -8.44 33.955 KFactor= -1.45 17Y 5.32 2.157 2T 24.613 32.710 33.977 to 120.0 0.0 24.613 0.0 16Y 5.32 0.0003 0.0 57.323 0.019 Vet = 0.47 0.0 5.32 33.996 K Factor = 0.91 16X 3.13 2.157 iT 12.307 12.920 33.993 to 120.0 0.0 12.307 0.0 16Y 3.13 0.0001 0.0 25.227 0.003 Vet = 0.27 16Y 5.31 2.157 2E 12.307 15.830 33.996 to 120.0 0.0 12.307 0.0 21X 8.44 0.0008 0.0 28.137 0.023 Vet = 0.74 21X 0.0 2.157 1E 6.153 0.500 34.019 to 120.0 0.0 6.153 0.217 22X 8.44 0.0006 0.0 6.653 0.004 Vet = 0.74 0.0 8.44 34.240 K Factor = 1.44 23X -8.44 2.157 1E 6.153 0.500 33.955 to 120.0 0.0 6.153 0.217 24X -8.44 -0.0009 0.0 6.653 -0.006 Vet = 0.74 0.0 -8.44 34.166 K Factor = -1.44 22X 8.44 2.157 iT 12.307 21.040 34.240 to 120.0 0.0 12.307 0.0 26 8.44 0.0008 0.0 33.347 0.027 Vet = 0.74 0.0 8.44 34.267 K Factor = 1.44 24X -8.44 2.157 IT 12.307 21.040 34.166 to 120.0 0.0 12.307 0.0 25 -8.44 -0.0008 0.0 33.347 -0.026 Vet = 0.74 25 26.96 2.157 0.0 37.630 34.140 to 120.0 0.0 0.0 0.0 26 18.52 0.0034 0.0 37.630 0.127 Vel= 1.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 21 Marbrisa Attic Date 6-6-13 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 18.52 34.267 K Factor = 3.16 25 -26.96 1.682 0.0 18.170 34.140 to 120.0 0.0 0.0 0.0 39 -26.96 -0.0227 0.0 18.170 -0.412 Vet = 3.89 0.0 -26.96 33.728 K Factor= -4.64 39A 22.22 1.682 1E 4.95 3.250 32.741 to 120.0 IT 9.9 14.850 0.0 396 22.22 0.0159 0.0 18.100 0.287 Vet = 3.21 0.0 22.22 33.028 K Factor = 3.87 39 -26.96 1.682 1T 9.9 18.460 33.728 to 120.0 1F 2.475 12.375 0.0 396 -26.96 -0.0227 0.0 30.835 -0.700 Vet = 3.89 39B 22.22 1.682 IT 9.9 8.580 33.028 to 120.0 0.0 9.900 0.0 38 -4.74 -0.0009 0.0 18.480 -0.017 Vet = 0.68 38 0.0 1.682 2E 9.9 27.500 33.011 to 120.0 iT 9.9 19.800 0.0 37 -4.74 -0.0009 0.0 47.300 -0.043 Vet = 0.68 37 0.0 1.682 IT 9.9 7.630 32.968 to 120.0 0.0 9.900 0.0 37B -4.74 -0.0009 0.0 17.530 -0.016 Vet = 0.68 0.0 -4.74 32.952 K Factor= -0.83 37A 22.88 1.682 iT 9.9 3.420 32.729 to 120.0 0.0 9.900 0.0 37B 22.88 0.0167 0.0 13.320 0.223 Vet = 3.30 37B -4.74 1.682 0.0 38.000 32.952 to 120.0 0.0 0.0 0.0 36 18.14 0.0109 0.0 38.000 0.415 Vet = 2.62 36 0.0 1.682 1 I 2.475 84.250 33.367 to 120.0 0.0 2.475 0.0 35 18.14 0.0109 0.0 86.725 0.945 Vet = 2.62 35 0.0 1.682 IT 9.9 24.710 34.312 to 120.0 IF 2.475 12.375 0.0 34 18.14 0.0109 0.0 37.085 0.405 Vet = 2.62 0.0 18.14 34.717 K Factor = 3.08 26 26.96 2.157 IT 12.307 27.833 34.267 to 120.0 1 2.461 14.768 0.0 27 26.96 0.0067 0.0 42.601 0.287 Vel = 2.37 27 -20.67 1.682 iT 9.9 20.920 34.554 to 120.0 0.0 9.900 0.0 32 6.29 0.0016 0.0 30.820 0.048 Vel = 0.91 32 0.0 1.682 iT 9.9 29.040 34.602 to 120.0 1E 4.95 14.850 0.0 33 6.29 0.0015 0.0 43.890 0.067 Vet = 0.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 22 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 33 0.0 1.682 IT 9.9 20.870 34.669 to 120.0 0.0 9.900 0.0 34 6.29 0.0016 0.0 30.770 0.048 Vel = 0.91 0.0 6.29 34.717 K Factor = 1.07 27 20.67 1.682 IT 9.9 17.870 34.554 to 120.0 0.0 9.900 0.0 28 20.67 0.0139 0.0 27.770 0.386 Vel = 2.98 0.0 20.67 34.940 K Factor = 3.50 34 24.44 1.682 IT 9.9 1.583 34.717 to 120.0 0.0 9.900 0.0 30 24.44 0.0189 0.0 11.483 0.217 Vel = 3.53 30 -20.55 1.682 0.0 9.580 34.934 to 120.0 0.0 0.0 0.0 28 3.89 0.0006 0.0 9.580 0.006 Vel = 0.56 0.0 3.89 34.940 K Factor = 0.66 30 20.54 2.157 IT 12.307 1.000 34.934 to 120.0 0.0 12.307 0.0 31 20.54 0.0041 0.0 13.307 0.054 Vel = 1.80 0.0 20.54 34.988 K Factor = 3.47 28 24.56 2.157 IT 12.307 1.000 34.940 to 120.0 0.0 12.307 0.0 29 24.56 0.0057 0.0 13.307 0.076 Vel = 2.16 0.0 24.56 35.016 KFactor= 4.15 31 80.05 2.157 IT 12.307 10.500 34.988 to 120.0 0.0 12.307 4.548 66 80.05 0.0506 0.0 22.807 1.153 Vel = 7.03 0.0 80.05 40.689 K Factor = 12.55 29 78.86 2.157 IT 12.307 10.500 35.016 to 120.0 0.0 12.307 4.548 68 78.86 0.0492 0.0 22.807 1.121 Vel= 6.92 0.0 78.86 40.685 K Factor = 12.36 37A 32.35 1.682 1E 4.95 10.500 32.729 to 120.0 0.0 4.950 4.548 L2 32.35 0.0318 0.0 15.450 0.491 Vel = 4.67 0.0 32.35 37.768 K Factor = 5.26 39A 33.26 1.682 1E 4.95 10.500 32.741 to 120.0 0.0 4.950 4.548 Li 33.26 0.0334 0.0 15.450 0.516 Vel = 4.80 Li 0.0 1.682 1 4.95 5.540 37.805 to 120.0 IT 9.9 14.850 0.0 L3 33.26 0.0335 0.0 20.390 0.683 Vet = 4.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 23 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 33.26 38.488 K Factor = 5.36 L6 1.27 1.682 IT 9.9 43.540 40.680 to 120.0 0.0 9.900 0.0 61 1.27 0.0001 0.0 53.440 0.005 Vet = 0.18 61 -0.67 1.682 0.0 2.000 40.685 to 120.0 0.0 0.0 0.0 61A 0.6 0.0 0.0 2.000 0.0 Vet = 0.09 61A 0.0 1.682 IE 4.95 27.040 40.685 to 120.0 0.0 4.950 0.0 62 0.6 0.0 0.0 31.990 0.0 Vel = 0.09 62 0.0 1.682 1 4.95 28.790 40.685 to 120.0 0.0 4.950 0.0 63 0.6 0.0 0.0 33.740 0.001 Vet = 0.09 63 0.0 1.682 IT 9.9 13.380 40.686 to 120.0 0.0 9.900 0.0 64 0.6 0.0 0.0 23.280 0.0 Vel = 0.09 0.0 0.60 40.686 K Factor = 0.09 61 0.67 1.682 1 2.475 11.210 40.685 to 120.0 0.0 2.475 0.0 69 0.67 0.0 0.0 13.685 0.0 Vet = 0.10 69 0.0 1.682 iT 9.9 6.710 40.685 to 120.0 0.0 9.900 0.0 70 0.67 0.0 0.0 16.610 0.0 Vel = 0.10 0.0 0.67 40.685 K Factor = 0.11 67 -0.33 1.682 IT 9.9 18.580 40.686 to 120.0 0.0 9.900 0.0 70 -0.33 0.0 0.0 28.480 -0.001 Vet = 0.05 70 0.67 1.682 IT 9.9 42.080 40.685 to 120.0 1E 4.95 14.850 0.0 71 0.34 0.0 0.0 56.930 0.001 Vet = 0.05 71 0.0 1.682 IT 9.9 31.540 40.686 to 120.0 0.0 9.900 0.0 72 0.34 0.0 0.0 41.440 0.0 Vet = 0.05 72 0.0 1.682 iT 9.9 42.080 40.686 to 120.0 0.0 9.900 0.0 64 0.34 0.0 0.0 51.980 0.0 Vet = 0.05 64 0.60 1.682 IT 9.9 3.380 40.686 to 120.0 0.0 9.900 0.0 65 0.94 0.0001 0.0 13.280 0.001 Vet = 0.14 65 -2.18 1.682 iT 9.9 9.580 40.687 to 120.0 0.0 9.900 0.0 67 -1.24 -0.0001 0.0 19.480 -0.001 Vet = 0.18 0.0 -1.24 40.686 K Factor= -0.19 L9 29.31 1.682 1 9.9 2.830 46.461 to 120.0 0.0 9.900 0.0 7 29.31 0.0265 0.0 12.730 0.337 Vel = 4.23 Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 24 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 29.31 46.798 K Factor = 4.28 66 82.24 2.157 1E 6.153 10.000 40.689 to 120.0 0.0 6.153 4.331 L12 82.24 0.0532 0.0 16.153 0.859 Vel = 7.22 0.0 82.24 45.879 K Factor = 12.14 68 77.94 2.157 1E 6.153 10.000 40.685 to 120.0 0.0 6.153 4.331 L13 77.94 0.0482 0.0 16.153 0.778 Vel = 6.84 0.0 77.94 45.794 KFactor= 11.52 L12 82.24 2.157 iT 12.307 1.000 45.879 to 120.0 0.0 12.307 0.0 10 82.24 0.0532 0.0 13.307 0.708 Vet = 7.22 0.0 82.24 46.587 KFactor= 12.05 L13 77.94 2.157 iT 12.307 1.000 45.794 to 120.0 0.0 12.307 0.0 11 77.94 0.0482 0.0 13.307 0.641 Vel = 6.84 0.0 77.94 46.435 K Factor = 11.44 10 -42.79 2.157 0.0 9.583 46.587 to 120.0 0.0 0.0 0.0 11 -42.79 -0.0159 0.0 9.583 -0.152 Vel = 3.76 0.0 -42.79 46.435 K Factor = -6.28 10 125.03 2.157 IT 12.307 2.170 46.587 to 120.0 0.0 12.307 0.0 2 125.03 0.1154 0.0 14.477 1.671 Vel = 10.98 0.0 125.03 48.258 KFactor= 18.00 11 35.15 2.157 IT 12.307 18.460 46.435 to 120.0 0.0 12.307 0.0 5 35.15 0.0110 0.0 30.767 0.339 Vel = 3.09 0.0 35.15 46.774 KFactor= 5.14 2 155.05 2.157 IT 12.307 3.000 48.258 to 120.0 0.0 12.307 0.0 1 155.05 0.1718 0.0 15.307 2.630 Vet = 13.61 0.0 155.05 50.888 K Factor = 21.74 5 5.13 2.157 iF 2.461 19.080 46.774 to 120.0 0.0 2.461 0.0 6 5.13 0.0003 0.0 21.541 0.007 Vel = 0.45 6 0.0 2.157 iT 12.307 40.710 46.781 to 120.0 0.0 12.307 0.0 7 5.13 0.0003 0.0 53.017 0.017 Vet = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinal Calculations - Hazen-Williams Page 25 Marbrisa Attic Date 6-6-13 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 29.30 2.157 IF 2.461 24.250 46.798 to 120.0 0.0 2.461 0.0 8 34.43 0.0106 0.0 26.711 0.283 Vet = 3.02 8 35.04 2.157 1E 6.153 59.210 47.081 to 120.0 0.0 6.153 0.0 9 69.47 0.0389 0.0 65.363 2.544 Vet = 6.10 9 0.0 2.157 1T 12.307 20.170 49.625 to 120.0 0.0 12.307 0.0 1 69.47 0.0389 0.0 32.477 1.263 Vet = 6.10 1 155.05 4.26 2E 26.334 8.000 50.888 to 120.0 0.0 26.334 0.0 12 224.52 0.0124 0.0 34.334 0.426 Vel = 5.05 12 0.0 4.26 IFsp 0.0 7.500 51.314 to 120.0 1E 13.167 42.135 6.248 * Fixed loss = 3 BR 224.52 0.0124 1S 28.968 49.635 0.616 Vet = 5.05 BR 0.0 4.26 2E 26.334 5.000 58.178 to 120.0 0.0 26.334 -1.732 UG3 224.52 0.0124 0.0 31.334 0.388 Vel = 5.05 UG3 0.0 4.1 0.0 11.000 56.834 to 140.0 0.0 0.0 0.0 UG 224.52 0.0112 0.0 11.000 0.123 Vet= 5.46 UG 0.0 3.5 iT 15.282 100.000 56.957 to 150.0 1G 1.528 16.810 0.0 UH 224.52 0.0214 0.0 116.810 2.495 Vel = 7.49 UH 0.0 5.153 4E 38.266 45.000 59.452 to 150.0 0.0 38.267 0.0 UG1 224.52 0.0032 0.0 83.267 0.270 Vel = 3.45 UGI 0.0 6.16 2E 40.168 7.000 59.722 to 140.0 0.0 40.168 -3.465 BD 224.52 0.0015 0.0 47.168 0.073 Vel = 2.42 BD 0.0 6.16 iZaf 0.0 3.000 56.330 to 140.0 0.0 0.0 2.950 * Fixed loss = 2.95 BS 224.52 0.0017 0.0 3.000 0.005 Vet = 2.42 BS 0.0 6.16 2E 40.168 7.000 59.285 to 140.0 0.0 40.168 3.465 UG2 224.52 0.0015 0.0 47.168 0.073 Vet = 2.42 UG2 0.0 5.153 1E 9.567 20.000 62.823 to 150.0 1G 2.05 11.617 -2.166 CTY 224.52 0.0033 0.0 31.617 0.103 Vel = 3.45 100.00 Qa= 100.00 324.52 60.760 KFactor= 41.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087