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6965 EL CAMINO REAL; ; AS130138
9/19/24, 2:45 PM AS130138 Permit Data City of Carlsbad Sprinkler Permit 6965 EL CAM INO Job Address: REAL Permit Type: SPRINK Parcel No: 2150507500 Lot #: 0 Reference No.: Permit No: AS130138 Status: APPROVED Applied 8/13/2013 Approved: 8/26/2013 Issued: 8/26/2013 PC #: Inspector: Project Title: PLAZA PASEO REAL DEMO (E) SGL DTCTR CK VLV AND GATE VLVASSY. AND REPLACE W/ (N) DCDA. DEMO (E) 2.5-IN RISER AND RPLC W/ (N) 4-IN RISER (x2) INSTALL ADDL 4-IN MAIN INSTALL HANGERS & SWAY BRACKING ON (N) PIPING ONLY Applicant: COSCO FIRE PROTECTION 10695 TREENA ST SAN DIEGO, CA 858-444-2000 Owner: THE VONS COMPANIES INC PLAZA PASEO REAL ASS C/O MADISON MARQUETTE 2001 PENNSYLVANIA NW 10TH FLOOR WASHINGTON DC Fees ($) Add'I Fees ($) Total Balance ($) 500 0 500 0 about:blank 1/1 4 .1•IS$•. cosco• it **goes* :::90*:: Fire Protection San Diego Branch Office 10695 Treena Street., Suite #105 San Diego, CA 92131 (858) 444-2000 fax: 444-2056 State License No: C-16-5 77621 www.coscofire.com MATERIAL SUBMITTAL & HYDRAULIC CALCULATIONS Date: 8/5/2013 low PLAZA PASEO REAL 6965 EL CAMINO REAL CA"RLSBAD, CA 92009 JOB # 1306-1134 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Submitted By: HUGO A. Los Angeles • San Francisco 0 Orange 0 Fresno 0 San Diego 0 Seattle Ar S ~1 u c4 tc 'Si A0, 8, FuIIky Lstd RNA prove, Sptnkièr1Ppe .' .Y. When you specify Allied Schedul&1O/Schedule-40 - ABFII sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - ABFII gives you the extra quality assurance you demand. Our Sch-10 (11/4"_8") pipe and Sch-40 (1"-21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM - - agents to ensure consistent quality. > Galvanized Pipe Schedule-1O/Schedule-40 —ABFII product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications ofASTMA-123. > Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFll". In scientific laboratory tests, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of M icrobiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* > American Made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. >r Specifications & Approvals Schedule- 10/Schedule-40—ABFII pipe are in compliance with the following: ASTM A-135, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture * See ABFII warranty 1 ,IL.1I NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR tn; LbsLF Itkg/i 1.049 1.680 2.05 1 'O5 11/4 2.270 2.93 1 1½" 1.610 2.720 3.61 1 40 2.067 3.650 1 5 5.13 51 1Z '" 763 - 21/2 2.469 5.790 7.86 1 ' ch-10 — ABFII Specifications NPS Nominal I.D. Wt. Wt. (N20 Filled) CRR 'r--' 'LbsIFtkgIm,... --- ---.--,-.., - 11/4 1.810 2.525 7.0955 - --":" .. . :7S-.. 1112 2.080 304 5.6570 452 — 2.157 2.640 4.22 45827 21/2 3.530 5.89 3.5196 n 3.260 4.330 j 7k 7.94 2.5550 4.260 5.610 11.78 1 En2' r 2T - fl 753 5.295 7.77 . i _t.77777767 17.33 8O7t 1.4874 6.357 9.290 23.03 ',e---. 40.15 8" 8.249 16.490 - 3365 Customer Service (800) 882-5543 Fax: (800) 659-7730 www.aHiedtube-sprinkler.com (r""Yalhed • 161O Sathop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUITS Harve4L 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 (J%,-; (J At—DO A aorw IIj ' ©2011 Atkore International, Inc. All Rights Reserved. STP-S5-3-1105 COSCO FIRE PROTECTION Page 1 6965 El Camino Real Date 7-19-13 HYDRAULIC CALCULATIONS for Project name: 6965 PLAZA PASEO REAL Location: 6965 EL CAMINO REAL, CARSLBAD, CA 92009 Drawing no: FP2 Date: 7-19-13 Design Remote area number: AREA #1 Remote area location: TAILBACKS Occupancy classification: ORDINARY HAZARD 1 Density: .2 - Gpm/SqFt Area of application: 1533- SqFt Coverage per sprinkler: 120 - SqFt Type of sprinklers calculated: VIKING SSP (S.R.) No. of sprinklers calculated: 19 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 771.5 -GPM @ 53.124 - Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 3/06/2013 Location: 6961 ELCAMINO REAL Source: FLOW= 1060 GPM, STATIC= 69 PSI, RESIDUAL= 62 PSI Name of contractor: COSCO FIRE PROTECTION Address: 10695 TREENA ST. STE. 105 / SAN DIEGO, CA. 92131 Phone number: 858-444-2000 Name of designer: H.A. Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hyciratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) COSCO FIRE PROTECTION Page 2 6965 El Camino Real Date 7-19-13 City Water Supply: Demand: Cl - Static Pressure : 62.1 Dl - Elevation : 3.248 C2 - Residual Pressure: 55.8 D2 - System Flow : 521.503 C2 - Residual Flow : 1060 D2 - System Pressure : 53.124 Hose ( Demand) : 250 D3 - System Demand : 771.503 Safety Margin : 5.476 150 140 130 120 R° E10° S90 s 80 u 70 : C1 R 60 E 50 _____ _______ _________ __________ D340 30 20 10 - I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) 10 Computer Programs by Hydratec Inc. Oe 111 Windham N.H. USA 03087 49, Fittings W - 3ummary COSCO FlRlz i-'F<OTECTION Page 3 6965 El Camino Real Date 7-19-13 Fitting Legend Abbrev. Name 1/2 % 1 1114 11/2 2 2Y2 3 31h 4 5 6 8 10 12 14 16 18 2024 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 I NFPA1390 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90ElIFirelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zin Wilkins 450DA 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 Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD COSCO FIRE PROTECTION Page 4 6965 El Camino Real Date 7-19-13 - Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 18.96 0.1 45 7.0 19.82 0.2 15 7.0 21.88 0.1 55 7.0 26.43 0.1 55 7.0 29.14 0.2 110 7.0 29.27 0.1 65 7.0 23.95 0.1 42 7.0 24.01 0.2 120 7.0 27.34 0.2 120 7.0 29.24 0.2 110 7.0 29.69 0.2 86 7.0 24.16 0.2 120 7.0 24.0 0.2 120 7.0 27.27 0.2 120 7.0 29.35 0.2 90 7.0 29.61 0.2 86 7.0 24.75 0.2 120 7.0 24.59 0.2 120 7.0 27.93 0.2 120 7.0 30.14 0.2 88 7.0 100 9.5 5.6 11.46 na 101 9.5 5.6 12.52 na 102 9.5 5.6 15.27 na 103 9.5 5.6 22.27 na 104 9.5 5.6 27.08 na 105 9.5 5.6 27.32 na 106 9.5 5.6 18.29 na 107 9.5 5.6 18.38 na 108 9.5 5.6 23.83 na 109 9.5 5.6 27.26 na 110 9.5 5.6 28.11 na 111 9.5 5.6 18.61 na 112 9.5 5.6 18.37 na 113 9.5 5.6 23.71 na 114 9.5 5.6 27.47 na 115 9.5 5.6 27.96 na 116 9.5 5.6 19.53 na 117 9.5 5.6 19.28 na 118 9.5 5.6 24.87 na 119 9.5 5.6 28.96 na 1 11.667 12.88 na 2 11.667 16.97 na 3 11.667 25.08 na 4 11.667 30.98 na 5 11.667 30.91 na 6 11.667 19.17 na 7 11.667 20.35 na 8 11.667 26.58 na 9 11.667 31.45 na 10 11.667 31.41 na 11 11.667 19.13 na 12 11.667 20.33 na 13 11.667 26.45 na 14 11.667 31.44 na 15 11.667 31.39 na 16 11.667 20.12 na 17 11.667 21.37 na 18 11.667 27.77 na 19 11.667 33.33 na RN15 11.667 37.37 na RN16 11.667 37.42 na RN17 11.667 37.46 na RN18 11.667 37.67 na RN6 11.667 37.0 na RN19 11.667 37.86 na RN7 11.667 37.38 na RN20 11.667 37.92 na RN1 11.667 31.24 na RN2 11.667 31.78 na RN3 11.667 31.77 na RN4 11.667 33.33 na RN8 11.667 38.09 na RN9 11.667 38.05 na RN10 11.667 38.11 na RNII 11.667 38.22 na RN12 11.667 38.39 na RN13 11.667 38.61 na RN14 11.667 38.82 na Ml 11.0 36.68 na M2 11.0 36.38 na M3 11.0 36.37 na M4 11.0 36.54 na ('.nmnhitpr Prnnrimz hv H,clrìt' Inn Pni stp. 111 Wnr1hm N H lISA (W7 Flow Summary - Standard COSCO FIRE PROTECTION Page 5 6965 El Camino Real Date 7-19-13 lode Elevation K-Fact Pt Pn Flow Density Area Press 10. Actual Actual Rea. M6 11.0 37.2 na M6A 11.0 37.48 na M8 11.0 38.38 na M9 11.0 38.43 na M10 11.0 38.49 na Mil 11.0 38.61 na M12 11.0 38.77 na M13 11.0 39.0 na MI3A 11.0 39.17 na M7A 11.0 37.66 na M15 11.0 37.78 na M16 11.0 39.02 na M14 11.0 39.23 na MI4A 11.0 40.09 na M17 11.0 40.67 na M18 -1.0 46.55 na K -1.0 46.7 na BOR -3.0 49.35 na L -1.0 43.38 na M -1.0 43.38 na o -1.0 43.41 na P -1.0 43.43 na Q -1.0 43.46 na R -1.0 43.47 na E -1.0 44.32 na F -1.0 44.43 na G -1.0 44.6 na H -1.0 44.87 na I -1.0 45.2 na -1.0 45.31 na 1 -1.5 43.59 na MM -1.5 43.59 na N -1.5 43.59 na 01 -1.5 43.61 na P1 -1.5 43.62 na Qi -1.5 43.63 na T -1.0 42.6 na U -1.0 42.66 na V -1.0 42.7 na W -1.0 42.74 na X -1.0 42.75 na 37A 11.0 38.38 na A 11.0 38.73 na D 0.5 43.45 na B 11.0 38.04 na Z -1.5 43.53 na C 11.0 37.1 na S -1.0 42.49 na 9A 11.0 38.02 na 9B 11.0 38.02 na 14A 11.0 38.03 na 19A 11.0 38.06 na 20 11.0 38.1 na 21 11.0 38.15 na 22 11.0 38.19 na M7 11.0 37.62 na 24 11.0 37.84 na 25 21.0 33.6 na 26 21.0 33.97 na 27 21.0 35.65 na 11.0 40.05 na 8 21.0 36.13 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard COSCO FIRE PROTECTION Page 6 6965 El Camino Real Date 7-19-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req, 29 11.0 36.99 na 30 21.0 32.79 na 31 21.0 33.17 na 32 20.0 33.68 na 33 20.0 34.05 na 34 20.0 34.23 na 35 21.0 33.82 na 36 21.0 33.94 na 37 21.0 33.99 na UG1 -3.0 49.5 na UG2 -3.0 50.05 na BFI -3.0 50.54 na BF2 -3.0 54.63 na TEST 2.0 53.12 na The maximum velocity is 23.13 and it occurs in the pipe between nodes RN1 and Ml Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 250.0 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 7 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point at Pf/Ft Eqv. Ln. Total Pf Pn **SPRINKLERS 100 18.96 1.049 2E 4.0 6.000 11.458 K Factor = 5.60 to 120.0 21 10.0 14.000 -0.939 1 18.96 0.1178 0.0 20.000 2.357 Vel= 7.04 0.0 18.96 12.876 K Factor= 5.28 101 19.82 1.049 1E 2.0 3.083 12.525 K Factor = 5.60 to 120.0 iT 5.0 7.000 -0.939 1 19.82 0.1279 0.0 10.083 1.290 Vel = 7.36 0.0 19.82 12.876 K Factor= 5.52 102 21.88 1.049 2E 4.0 3.208 15.267 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 2 21.88 0.1537 0.0 17.208 2.645 Vel = 8.12 0.0 21.88 16.973 K Factor= 5.31 103 26.43 1.049 2E 4.0 3.208 22.269 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 3 26.43 0.2179 0.0 17.208 3.750 Vel = 9.81 0.0 26.43 25.080 K Factor = 5.28 104 29.14 1.049 2E 4.0 4.542 27.076 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 4 29.14 0.2611 0.0 18.542 4.842 Vel = 10.82 0.0 29.14 30.979 K Factor = 5.24 105 29.27 1.049 2E 4.0 3.208 27.319 K Factor =5.60 to 120.0 2T 10.0 14.000 -0.939 5 29.27 0.2633 0.0 17.208 4.531 Vel = 10.87 0.0 29.27 30.911 K Factor = 5.26 106 23.95 1.049 3E 6.0 4.000 18.289 K Factor = 5.60 to 120.0 0.0 6.000 -0.939 6 23.95 0.1816 0.0 10.000 1.816 Vel = 8.89 0.0 23.95 19.166 K Factor= 5.47 107 24.01 1.049 2E 4.0 1.917 18.381 K Factor = 5.60 to 120.0 21 10.0 14.000 -0.939 7 24.01 0.1825 0.0 15.917 2.905 Vel = 8.91 0.0 24.01 20.347 K Factor = 5.32 108 27.34 1.049 2E 4.0 1.917 23.827 K Factor = 5.60 to 120.0 21 10.0 14.000 -0.939 8 27.34 0.2320 0.0 15.917 3.693 Vel = 10.15 0.0 27.34 26.581 K Factor = 5.30 109 29.24 1.049 2E 4.0 5.542 27.259 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 9 29.24 0.2628 0.0 19.542 5.135 Vel = 10.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 8 6965 El Camino Real Date 7-19-13 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 29.24 31.455 K Factor = 5.21 110 29.69 1.049 2E 4.0 1.667 28.110 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 10 29.69 0.2703 0.0 15.667 4.235 Vel = 11.02 0.0 29.69 31.406 K Factor = 5.30 111 24.16 1.049 3E 6.0 1.917 18.609 K Factor 5.60 to 120.0 0.0 6.000 -0.939 11 24.16 0.1845 0.0 7.917 1.461 Vel= 8.97 0.0 24.16 19.131 KFactor= 5.52 112 24.00 1.049 2E 4.0 1.917 18.367 K Factor =5.60 to 120.0 2T 10.0 14.000 -0.939 12 24.0 0.1824 0.0 15.917 2.903 Vel = 8.91 0.0 24.00 20.331 K Factor = 5.32 113 27.27 1.049 2E 4.0 1.917 23.711 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 13 27.27 0.2309 0.0 15.917 3.676 Vel = 10.12 0.0 27.27 26.448 K Factor = 5.30 114 29.35 1.049 2E 4.0 4.542 27.475 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 14 29.35 0.2646 0.0 18.542 4.907 Vel = 10.90 0.0 29.35 31.443 K Factor = 5.23 115 29.61 1.049 2E 4.0 2.250 27.962 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 15 29.61 0.2690 0.0 16.250 4.371 Vel = 10.99 0.0 29.61 31.394 K Factor = 5.28 116 24.75 1.049 3E 6.0 1.917 19.530 K Factor= 5.60 to 120.0 0.0 6.000 -0.939 16 24.75 0.1931 0.0 7.917 1.529 Vel = 9.19 0.0 24.75 20.120 K Factor= 5.52 117 24.59 1.049 2E 4.0 1.917 19.278 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.939 17 24.59 0.1907 0.0 15.917 3.035 Vel = 9.13 0.0 24.59 21.374 K Factor = 5.32 118 27.93 1.049 2E 4.0 1.917 24.868 K Factor =5.60 to 120.0 2T 10.0 14.000 -0.939 18 27.93 0.2414 0.0 15.917 3.842 Vel = 10.37 0.0 27.93 27.771 K Factor= 5.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 9 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 119 30.14 1.049 2E 4.0 5.083 28.962 K Factor= 5.60 to 120.0 21 10.0 14.000 -0.939 19 30.14 0.2779 0.0 19.083 5.303 Vel = 11.19 0.0 30.14 33.326 K Factor = 5.22 **BRANCHLINE L2 1 38.77 1.049 0.0 9.250 12.876 to 120.0 0.0 0.0 0.0 2 38.77 0.4429 0.0 9.250 4.097 Vel = 14.39 2 21.89 1.049 0.0 8.000 16.973 to 120.0 0.0 0.0 0.0 3 60.66 1.0134 0.0 8.000 8.107 Vel = 22.52 3 26.42 1.38 iT 6.0 5.833 25.080 to 120.0 0.0 6.000 0.0 RN1 87.08 0.5204 0.0 11.833 6.158 Vel = 18.68 0.0 87.08 31.238 K Factor= 15.58 4 -8.51 1.38 0.0 9.625 30.979 to 120.0 0.0 0.0 0.0 5 -8.51 -0.0071 0.0 9.625 -0.068 Vel = 1.83 5 29.27 1.38 iT 6.0 2.917 30.911 to 120.0 0.0 6.000 0.0 RN1 20.76 0.0367 0.0 8.917 0.327 Vel = 4.45 0.0 20.76 31.238 K Factor= 3.71 6 23.95 1.049 0.0 6.500 19.166 to 120.0 0.0 0.0 0.0 7 23.95 0.1817 0.0 6.500 1.181 Vel = 8.89 7 24.01 1.049 0.0 9.500 20.347 to 120.0 0.0 0.0 0.0 8 47.96 0.6562 0.0 9.500 6.234 Vel = 17.80 8 27.33 1.38 iT 6.0 7.083 26.581 to 120.0 0.0 6.000 0.0 RN2 75.29 0.3976 0.0 13.083 5.202 Vel = 16.15 0.0 75.29 31.783 KFactor 13.35 9 -7.04 1.38 0.0 9.833 31.455 to 120.0 0.0 0.0 0.0 10 -7.04 -0.0050 0.0 9.833 -0.049 Vel = 1.51 10 29.69 1.38 iT 6.0 2.750 31.406 to 120.0 0.0 6.000 0.0 RN2 22.65 0.0431 0.0 8.750 0.377 Vel = 4.86 0.0 22.65 31.783 K Factor= 4.02 ii 24.16 1.049 0.0 6.500 19.131 To 120.0 0.0 0.0 0.0 12 24.16 0.1846 0.0 6.500 1.200 Vel= 8.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 10 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl, or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12 24.00 1.049 0.0 9.250 20.331 to 120.0 0.0 0.0 0.0 13 48.16 0.6613 0.0 9.250 6.117 Vel = 17.88 13 27.27 1.38 IT 6.0 7.333 26.448 to 120.0 0.0 6.000 0.0 RN3 75.43 0.3989 0.0 13.333 5.318 Vel = 16.18 0.0 75.43 31.766 K Factor= 13.38 14 -7.10 1.38 0.0 9.833 31.443 to 120.0 0.0 0.0 0.0 15 -7.1 -0.0050 0.0 9.833 -0.049 Vel = 1.52 15 29.61 1.38 IT 6.0 2.750 31.394 to 120.0 0.0 6.000 0.0 RN3 22.51 0.0425 0.0 8.750 0.372 Vel = 4.83 0.0 22.51 31.766 KFactor= 3.99 16 24.75 1.049 0.0 6.500 20.120 to 120.0 0.0 0.0 0.0 17 24.75 0.1929 0.0 6.500 1.254 Vel = 9.19 17 24.59 1.049 0.0 9.250 21.374 to 120.0 0.0 0.0 0.0 18 49.34 0.6916 0.0 9.250 6.397 Vel = 18.32 18 27.92 1.38 IT 6.0 7.333 27.771 to 120.0 0.0 6.000 0.0 RN4 77.26 0.4170 0.0 13.333 5.560 Vel = 16.57 0.0 77.26 33.331 K Factor 13.38 19 2.14 1.38 IT 6.0 3.583 33.326 to 120.0 0.0 6.000 0.0 RN4 2.14 0.0005 0.0 9.583 0.005 Vel = 0.46 0.0 2.14 33.331 K Factor = 0.37 4 37.65 1.38 IT 6.0 51.917 30.979 to 120.0 0.0 6.000 0.0 RN15 37.65 0.1103 0.0 57.917 6.388 VeI= 8.08 RN15 -25.61 1.38 IT 6.0 45.083 37.367 to 120.0 0.0 6.000 0.0 RN9 12.04 0.0134 0.0 51.083 0.684 Vel = 2.58 0.0 12.04 38.051 K Factor 1.95 9 36.28 1.38 IT 6.0 51.917 31.455 to 120.0 0.0 6.000 0.0 RN16 36.28 0.1030 0.0 57.917 5.965 Vel = 7.78 RN16 to -24.19 1.38 120.0 IT 6.0 0.0 45.083 6.000 37.420 0.0 RNIO 12.09 0.0135 0.0 51.083 0.690 Vel = 2.59 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 11 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12.09 38.110 KFactor = 1.96 14 36.45 1.38 iT 6.0 51.917 31.443 to 120.0 0.0 6.000 0.0 RN17 36.45 0.1039 0.0 57.917 6.017 Vel = 7.82 RN17 -23.71 1.38 1 6.0 45.083 37.460 to 120.0 0.0 6.000 0.0 RN11 12.74 0.0149 0.0 51.083 0.759 VeI= 2.73 0.0 12.74 38.219 KFactor= 2.06 19 28.00 1.38 iT 6.0 62.083 33.326 to 120.0 0.0 6.000 0.0 RN18 28.0 0.0638 0.0 68.083 4.343 Vel = 6.01 RN18 -15.59 1.38 iT 6.0 45.083 37.669 to 120.0 0.0 6.000 0.0 RN12 12.41 0.0142 0.0 51.083 0.723 Vel = 2.66 0.0 12.41 38.392 K Factor 2.00 RN6 11.51 1.38 iT 6.0 64.500 36.996 to 120.0 0.0 6.000 0.0 RN19 11.51 0.0123 0.0 70.500 0.868 Vel = 2.47 RN19 1.12 1.38 iT 6.0 45.083 37.864 LO 120.0 0.0 6.000 0.0 RN13 12.63 0.0146 0.0 51.083 0.748 Vel = 2.71 0.0 12.63 38.612 K Factor = 2.03 RN7 8.86 1.38 iT 6.0 64.500 37.385 to 120.0 0.0 6.000 0.0 RN20 8.86 0.0076 0.0 70.500 0.535 Vel = 1.90 RN20 5.15 1.38 IT 6.0 45.083 37.920 to 120.0 0.0 6.000 0.0 RN14 14.01 0.0177 0.0 51.083 0.905 Vel = 3.01 0.0 14.01 38.825 K Factor = 2.25 **RISER NIPPLES L2 RNi 107.84 1.38 iT 6.0 0.667 31.238 to 120.0 0.0 6.000 0.289 Ml 107.84 0.7728 0.0 6.667 5.152 Vel = 23.13 0.0 107.84 36.679 K Factor= 17.81 RN2 97.94 1.38 iT 6.0 0.667 31.783 to 120.0 0.0 6.000 0.289 M2 97.94 0.6466 0.0 6.667 4.311 Vel = 21.01 0.0 97.94 36.383 K Factor 16.24 RN3 97.94 1.38 iT 6.0 0.667 31.766 o 120.0 0.0 6.000 0.289 M3 97.94 0.6468 0.0 6.667 4.312 Vel = 21.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 12 6965 El Camino Real Date 7-19-13 Hyd. Ref. Qa Dia. "C'.or Fitting Pipe Ftng's Pt Pt Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total P1 Pn 0.0 97.94 36.367 K Factor= 16.24 RN4 79.40 1.38 iT 6.0 0.667 33.331 to 120.0 0.0 6.000 0.289 M4 79.4 0.4387 0.0 6.667 2.925 Vel = 17.03 0.0 79.40 36.545 K Factor= 13.13 RN6 -11.51 1.38 iT 6.0 0.667 36.996 to 120.0 0.0 6.000 0.289 M6 -11.51 -0.0123 0.0 6.667 -0.082 Vel = 2.47 0.0 -11.51 37.203 K Factor= -1.89 RN7 -8.86 1.38 iT 6.0 0.667 37.385 to 120.0 0.0 6.000 0.289 M7 -8.86 -0.0076 0.0 6.667 -0.051 Vel = 1.90 0.0 -8.86 37.623 K Factor= -1.44 RN8 0.0 1.38 iT 6.0 0.667 38.092 to 120.0 0.0 6.000 0.289 M8 0.0 0.0 0.0 6.667 0.0 Vel = 0 0.0 0.0 38.381 K Factor = 0 RN9 12.04 1.38 iT 6.0 0.667 38.051 to 120.0 0.0 6.000 0.289 M9 12.04 0.0133 0.0 6.667 0.089 Vel = 2.58 0.0 12.04 38.429 KFactor= 1.94 RN10 12.09 1.38 iT 6.0 0.667 38.110 to 120.0 0.0 6.000 0.289 M10 12.09 0.0133 0.0 6.667 0.089 Vel = 2.59 0.0 12.09 38.488 K Factor = 1.95 RN11 12.74 1.38 iT 6.0 0.667 38.219 to 120.0 0.0 6.000 0.289 Mil 12.74 0.0148 0.0 6.667 0.099 Vel = 2.73 0.0 12.74 38.607 K Factor = 2.05 RN12 12.41 1.38 iT 6.0 0.667 38.392 to 120.0 0.0 6.000 0.289 M12 12.41 0.0141 0.0 6.667 0.094 Vel = 2.66 0.0 12.41 38.775 KFactor= 1.99 RN13 12.63 1.38 iT 6.0 0.667 38.612 to 120.0 0.0 6.000 0.289 M13 12.63 0.0145 0.0 6.667 0.097 Vel = 2.71 0.0 12.63 38.998 KFactor= 2.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 13 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RN14 14.01 1.38 IT 6.0 0.667 38.825 to 120.0 0.0 6.000 0.289 M14 14.01 0.0177 0.0 6.667 0.118 Vel = 3.01 0.0 14.01 39.232 K Factor = 2.24 RN15 25.61 1.38 IT 6.0 0.667 37.367 to 120.0 0.0 6.000 0.289 9A 25.61 0.0541 0.0 6.667 0.361 Vel = 5.49 0.0 25.61 38.017 KFactor = 4.15 RN16 24.19 1.38 11 6.0 0.667 37.420 to 120.0 0.0 6.000 0.289 14A 24.19 0.0487 0.0 6.667 0.325 Vel = 5.19 0.0 24.19 38.034 K Factor = 3.92 RN17 23.71 1.38 IT 6.0 0.667 37.460 to 120.0 0.0 6.000 0.289 19A 23.71 0.0469 0.0 6.667 0.313 Vel = 5.09 0.0 23.71 38.062 K Factor = 3.84 RN18 15.60 1.38 1 6.0 0.667 37.669 to 120.0 0.0 6.000 0.289 20 15.6 0.0216 0.0 6.667 0.144 Vel = 3.35 0.0 15.60 38.102 K Factor= 2.53 RN19 -1.13 1.38 IT 6.0 0.667 37.864 to 120.0 0.0 6.000 0.289 21 -1.13 -0.0001 0.0 6.667 -0.001 Vel = 0.24 0.0 -1.13 38.152 K Factor= -0.18 RN20 -5.15 1.38 IT 6.0 0.667 37.920 to 120.0 0.0 6.000 0.289 22 -5.15 -0.0028 0.0 6.667 -0.019 Vel = 1.10 0.0 -5.15 38.190 K Factor -0.83 **MAINS L2 Ml -118.93 2.635 0.0 7.458 36.679 to 120.0 0.0 0.0 0.0 M2 -118.93 -0.0397 0.0 7.458 -0.296 Vel = 7.00 M2 97.94 2.635 0.0 10.000 36.383 to 120.0 0.0 0.0 0.0 M3 -20.99 -0.0016 0.0 10.000 -0.016 Vel = 1.23 M3 97.94 2.635 0.0 10.000 36.367 120.0 0.0 0.0 0.0 M4 76.95 0.0178 0.0 10.000 0.178 Vel = 4.53 M4 79.40 2.635 0.0 10.000 36.545 to 120.0 0.0 0.0 0.0 M6 156.35 0.0658 0.0 10.000 0.658 Vel = 9.20 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 14 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M6 -11.51 2.635 0.0 4.917 37.203 to 120.0 0.0 0.0 0.0 M6A 144.84 0.0571 0.0 4.917 0.281 Vet = 8.52 M6A -11.37 2.635 0.0 2.833 37.484 to 120.0 0.0 0.0 0.0 M7 133.47 0.0491 0.0 2.833 0.139 Vet = 7.85 0.0 133.47 37.623 K Factor= 21.76 M8 37.82 2.635 0.0 10.000 38.381 to 120.0 0.0 0.0 0.0 M9 37.82 0.0048 0.0 10.000 0.048 Vet = 2.23 M9 12.04 2.635 0.0 7.458 38.429 to 120.0 0.0 0.0 0.0 M10 49.86 0.0079 0.0 7.458 0.059 Vet = 2.93 M10 12.09 2.635 0.0 10.000 38.488 to 120.0 0.0 0.0 0.0 Mil 61.95 0.0119 0.0 10.000 0.119 Vet = 3.64 Mill 12.74 2.635 0.0 10.000 38.607 to 120.0 0.0 0.0 0.0 M12 74.69 0.0168 0.0 10.000 0.168 Vet = 4.39 M12 12.40 2.635 0.0 10.000 38.775 to 120.0 0.0 0.0 0.0 M13 87.09 0.0223 0.0 10.000 0.223 Vet = 5.12 M13 12.64 2.635 0.0 6.167 38.998 to 120.0 0.0 0.0 0.0 M13A 99.73 0.0287 0.0 6.167 0.177 Vet = 5.87 M13A 11.37 2.635 0.0 1.625 39.175 to 120.0 0.0 0.0 0.0 M14 111.1 0.0351 0.0 1.625 0.057 Vet = 6.54 0.0 111.10 39.232 KFactor= 17.74 M6A 11.37 1.61 1E 4.0 19.500 37.484 to 120.0 IT 8.0 12.000 0.0 M7A 11.37 0.0057 0.0 31.500 0.179 Vet = 1.79 M7A 0.0 1.61 iT 8.0 12.000 37.663 to 120.0 0.0 8.000 0.0 M15 11.37 0.0057 0.0 20.000 0.114 Vet = 1.79 M15 0.0 1.38 iT 6.0 90.833 37.777 to 120.0 2E 6.0 12.000 0.0 M16 11.37 0.0120 0.0 102.833 1.239 Vet= 2.44 M16 0.0 1.61 2E 8.0 12.000 39.016 to 120.0 iT 8.0 16.000 0.0 M13A 11.37 0.0057 0.0 28.000 0.159 Vet = 1.79 0.0 11.37 39.175 KFactor= 1.82 M14 125.11 2.635 1X 14.827 4.917 39.232 to 120.0 0.0 14.827 0.0 M14A 125.11 0.0436 0.0 19.744 0.860 Vet = 7.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 15 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M14A 102.74 4.26 IX 21.067 24.000 40.092 to 120.0 0.0 21.067 0.0 M17 227.85 0.0127 0.0 45.067 0.574 Vel = 5.13 M17 152.86 4.26 IV 8.954 12.000 40.666 to 120.0 0.0 8.954 5.197 M18 380.71 0.0330 0.0 20.954 0.691 Vet = 8.57 M18 0.0 4.26 0.0 4.417 46.554 to 120.0 0.0 0.0 0.0 K 380.71 0.0328 0.0 4.417 0.145 Vet = 8.57 K 140.79 4.26 3V 26.861 3.500 46.699 to 120.0 0.0 26.861 0.866 BOR 521.5 0.0589 0.0 30.361 1.789 Vet = 11.74 BOR 0.0 6.357 1L 11.316 5.958 49.354 to 120.0 0.0 11.316 0.0 UG1 521.5 0.0084 0.0 17.274 0.145 Vet = 5.27 0.0 521.50 49.499 K Factor 74.12 **RISER NIPPLES Li L -1.41 1.38 2T 12.0 0.500 43.378 120.0 0.0 12.000 0.217 -1.41 -0.0002 0.0 12.500 -0.003 VeI = 0.30 0.0 -1.41 43.592 K Factor= -0.21 M -2.53 1.38 21 12.0 0.500 43.384 to 120.0 0.0 12.000 0.217 MM -2.53 -0.0007 0.0 12.500 -0.009 Vet = 0.54 0.0 -2.53 43.592 K Factor -0.38 O -3.96 1.38 2T 12.0 0.500 43.410 to 120.0 0.0 12.000 0.217 01 -3.96 -0.0017 0.0 12.500 -0.021 Vet = 0.85 0.0 -3.96 43.606 K Factor -0.60 P -4.97 1.38 21 12.0 0.500 43.435 to 120.0 0.0 12.000 0.217 P1 -4.97 -0.0026 0.0 12.500 -0.033 Vet = 1.07 0.0 -4.97 43.619 K Factor= -0.75 Q -6.48 1.38 21 12.0 0.500 43.462 to 120.0 0.0 12.000 0.217 Qi -6.48 -0.0042 0.0 12.500 -0.053 Vet = 1.39 0.0 -6.48 43.626 K Factor= -0.98 1 -6.97 1.38 2T 12.0 0.500 43.471 120.0 0.0 12.000 -0.433 Ri -6.97 -0.0049 0.0 12.500 -0.061 Vet = 1.50 0.0 ComDuter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 16 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -6.97 42.977 K Factor -1.06 **MAINS Li E 67.19 2.635 0.0 8.250 44.320 to 120.0 0.0 0.0 0.0 F 67.19 0.0138 0.0 8.250 0.114 Vet = 3.95 F 12.43 2.635 0.0 8.875 44.434 to 120.0 0.0 0.0 0.0 G 79.62 0.0189 0.0 8.875 0.168 Vel = 4.68 G 13.32 2.635 0.0 10.500 44.602 to 120.0 0.0 0.0 0.0 H 92.94 0.0251 0.0 10.500 0.264 Vet = 5.47 H 14.70 2.635 0.0 10.000 44.866 to 120.0 0.0 0.0 0.0 107.64 0.0330 0.0 10.000 0.330 Vet = 6.33 16.30 2.635 0.0 2.750 45.196 to 120.0 0.0 0.0 0.0 J 123.94 0.0429 0.0 2.750 0.118 Vet = 7.29 J 16.85 2.635 iX 14.827 10.708 45.314 to 120.0 0.0 14.827 0.0 K 140.79 0.0542 0.0 25.535 1.385 Vet = 8.28 0.0 140.79 46.699 K Factor = 20.60 Li -1.41 2.635 0.0 8.250 43.592 to 120.0 0.0 0.0 0.0 MM -1.41 0.0 0.0 8.250 0.0 Vet = 0.08 MM -2.54 2.635 0.0 1.167 43.592 to 120.0 0.0 0.0 0.0 N -3.95 0.0 0.0 1.167 0.0 Vet = 0.23 N 26.34 2.635 0.0 7.708 43.592 to 120.0 0.0 0.0 0.0 01 22.39 0.0018 0.0 7.708 0.014 Vet = 1.32 01 -3.96 2.635 0.0 10.500 43.606 to 120.0 0.0 0.0 0.0 P1 18.43 0.0012 0.0 10.500 0.013 Vet = 1.08 P1 -4.98 2.635 0.0 10.000 43.619 to 120.0 0.0 0.0 0.0 Qi 13.45 0.0007 0.0 10.000 0.007 Vet = 0.79 Qi -6.48 2.635 0.0 2.750 43.626 to 120.0 0.0 0.0 -0.650 Ri 6.97 0.0004 0.0 2.750 0.001 Vet = 0.41 0.0 6.97 42.977 K Factor = 1.06 T 48.68 2.635 0.0 8.250 42.600 to 120.0 0.0 0.0 0.0 U 48.68 0.0075 0.0 8.250 0.062 Vet = 2.86 U -9.90 2.635 0.0 7.875 42.662 to 120.0 0.0 0.0 0.0 V 38.78 0.0051 0.0 7.875 0.040 Vet = 2.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 17 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia, Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn V -9.35 2.635 0.0 11.417 42.702 to 120.0 0.0 0.0 0.0 W 29.43 0.0030 0.0 11.417 0.034 Vel = 1.73 W -9.72 2.635 0.0 10.000 42.736 to 120.0 0.0 0.0 0.0 X 19.71 0.0014 0.0 10.000 0.014 Vel = 1.16 X -9.83 2.635 0.0 2.750 42.750 to 120.0 0.0 0.0 -0.433 Y 9.88 0.0004 0.0 2.750 0.001 Vel = 0.58 0.0 9.88 42.318 KFactor= 1.52 **BRANCHLINE LI E -11.72 1.38 0.0 73.917 44.320 to 120.0 0.0 0.0 0.0 L -11.72 -0.0127 0.0 73.917 -0.942 Vel = 2.51 L 1.41 1.38 0.0 77.500 43.378 to 120.0 0.0 0.0 0.0 T -10.31 -0.0100 0.0 77.500 -0.778 Vel = 2.21 0.0 -10.31 42.600 K Factor= -1.58 F -12.43 1.38 0.0 73.917 44.434 to 120.0 0.0 0.0 0.0 M -12.43 -0.0142 0.0 73.917 -1.050 Vel = 2.67 M 2.53 1.38 0.0 77.500 43.384 to 120.0 0.0 0.0 0.0 U -9.9 -0.0093 0.0 77.500 -0.722 Vel = 2.12 0.0 -9.90 42.662 K Factor -1.52 G -13.31 1.38 0.0 73.917 44.602 to 120.0 0.0 0.0 0.0 O -13.31 -0.0161 0.0 73.917 -1.192 Vel = 2.86 O 3.96 1.38 2E 6.0 78.500 43.410 to 120.0 0.0 6.000 0.0 V -9.35 -0.0084 0.0 84.500 -0.708 Vel = 2.01 0.0 -9.35 42.702 K Factor= -1.43 H -14.70 1.38 0.0 73.917 44.866 to 120.0 0.0 0.0 0.0 P -14.7 -0.0194 0.0 73.917 -1.431 Vel = 3.15 P 4.97 1.38 0.0 77.500 43.435 to 120.0 0.0 0.0 0.0 W -9.73 -0.0090 0.0 77.500 -0.699 Vel = 2.09 0.0 -9.73 42.736 K Factor= -1.49 -16.30 1.38 0.0 73.917 45.196 LU 120.0 0.0 0.0 0.0 Q -16.3 -0.0235 0.0 73.917 -1.734 Vel = 3.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams cosco FIRE PROTECTION Page 18 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at P1/Ft Eqv. Ln. Total Pt Pn Q 6.47 1.38 0.0 77.500 43.462 to 120.0 0.0 0.0 0.0 X -9.83 -0.0092 0.0 77.500 -0.712 Vet = 2.11 0.0 -9.83 42.750 K Factor= -1.50 J -16.85 1.38 0.0 73.917 45.314 to 120.0 0.0 0.0 0.0 R -16.85 -0.0249 0.0 73.917 -1.843 Vet = 3.61 R 6.97 1.38 0.0 77.500 43.471 to 120.0 0.0 0.0 -0.433 Y -9.88 -0.0093 0.0 77.500 -0.720 Vet = 2.12 0.0 -9.88 42.318 K Factor= -1.52 **CONNECTING LEFT MAIN 37A 55.47 2.635 3V 17.71 18.083 38.381 to 120.0 0.0 17.710 0.0 A 55.47 0.0097 0.0 35.793 0.346 Vet = 3.26 A 0.0 2.635 1V 5.903 12.000 38.727 to 120.0 0.0 5.903 4.548 D 55.47 0.0097 0.0 17.903 0.173 Vet = 3.26 D 0.0 2.635 2V 11.807 11.167 43.448 to 120.0 0.0 11.807 0.650 E 55.47 0.0097 0.0 22.974 0.222 Vet = 3.26 0.0 55.47 44.320 K Factor = 8.33 **CONNECTING CENTER MAIN B 26.33 2.635 1X 14.827 12.500 38.038 to 120.0 1V 5.903 20.730 5.414 Z 26.33 0.0024 0.0 33.230 0.081 Vet = 1.55 Z 0.0 2.635 1X 14.827 9.250 43.533 to 120.0 0.0 14.827 0.0 N 26.33 0.0025 0.0 24.077 0.059 Vet = 1.55 0.0 26.33 43.592 K Factor = 3.99 **CONNECTING RIGHT MAIN Ml 58.99 2.635 2V 11.807 27.042 36.679 to 120.0 0.0 11.807 0.0 C 58.99 0.0109 0.0 38.849 0.422 Vet = 3.47 C 0.0 2.635 1V 5.903 12.000 37.101 to 120.0 0.0 5.903 5.197 S 58.99 0.0108 0.0 17.903 0.194 Vet = 3.47 S 0.0 2.635 1V 5.903 4.000 42.492 to 120.0 0.0 5.903 0.0 1 58.99 0.0109 0.0 9.903 0.108 Vet = 3.47 0.0 58.99 42.600 K Factor = 9.04 **NEW MAIN DOWN MIDDLE OF GRID Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 19 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9A 25.61 4.26 0.0 1.417 38.017 to 120.0 0.0 0.0 0.0 9B 25.61 0.0 0.0 1.417 0.0 Vet = 0.58 9B 74.49 4.26 0.0 6.000 38.017 to 120.0 0.0 0.0 0.0 14A 100.1 0.0028 0.0 6.000 0.017 Vel = 2.25 14A 24.20 4.26 0.0 1.000 38.034 to 120.0 0.0 0.0 0.0 B 124.3 0.0040 0.0 1.000 0.004 Vet = 2.80 B -26.34 4.26 0.0 9.000 38.038 to 120.0 0.0 0.0 0.0 19A 97.96 0.0027 0.0 9.000 0.024 Vet = 2.21 19A 23.72 4.26 0.0 10.000 38.062 to 120.0 0.0 0.0 0.0 20 121.68 0.0040 0.0 10.000 0.040 Vet = 2.74 20 15.59 4.26 0.0 10.000 38.102 to 120.0 0.0 0.0 0.0 21 137.27 0.0050 0.0 10.000 0.050 Vet = 3.09 21 -1.12 4.26 0.0 7.750 38.152 120.0 0.0 0.0 0.0 22 136.15 0.0049 0.0 7.750 0.038 Vet = 3.06 22 -5.16 4.26 1V 8.954 2.708 38.190 to 120.0 0.0 8.954 4.764 23 130.99 0.0045 0.0 11.662 0.053 Vet = 2.95 0.0 130.99 43.007 KFactor= 19.97 **ADDED FRONT MAIN M7 124.61 4.26 3V 26.861 25.667 37.623 to 120.0 0.0 26.861 0.0 24 124.61 0.0042 0.0 52.528 0.219 Vet = 2.80 24 0.0 4.26 1V 8.954 12.000 37.842 to 120.0 0.0 8.954 -4.331 25 124.61 0.0042 0.0 20.954 0.088 Vet = 2.80 25 0.0 4.26 2V 17.907 49.375 33.599 to 120.0 1X 21.067 38.974 0.0 26 124.61 0.0042 0.0 88.349 0.368 Vet = 2.80 26 -255.60 4.26 0.0 12.000 33.967 to 120.0 0.0 0.0 9.095 23 -130.99 -0.0046 0.0 12.000 -0.055 Vet = 2.95 0.0 -130.99 43.007 K Factor = -19.97 26 255.60 4.26 2V 17.907 47.083 33.967 to 120.0 2X 42.135 60.042 0.0 27 255.6 0.0158 0.0 107.125 1.688 Vet = 5.75 17 -152.86 4.26 1V 8.954 12.000 35.655 120.0 0.0 8.954 4.331 28 102.74 0.0029 0.0 20.954 0.061 Vet = 2.31 Computer Proqrams by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 20 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 28 0.0 4.26 1V 8.954 6.542 40.047 to 120.0 0.0 8.954 0.0 M14A 102.74 0.0029 0.0 15.496 0.045 Vel = 2.31 0.0 102.74 40.092 KFactor= 16.23 27 152.86 4.26 3V 26.861 30.792 35.655 to 120.0 1X 21.067 47.928 0.0 38 152.86 0.0061 0.0 78.720 0.479 Vel = 3.44 38 0.0 4.26 1X 21.067 12.000 36.134 to 120.0 0.0 21.067 4.331 M17 152.86 0.0061 0.0 33.067 0.201 Vel = 3.44 0.0 152.86 40.666 K Factor= 23.97 **ADDED BACK MAIN Ml 167.78 4.26 2V 17.907 3.792 36.679 to 120.0 IX 21.067 38.974 0.0 29 167.78 0.0072 0.0 42.766 0.309 Vel = 3.78 29 0.0 4.26 1V 8.954 10.000 36.988 to 120.0 0.0 8.954 -4.331 30 167.78 0.0072 0.0 18.954 0.137 Vel = 3.78 30 0.0 4.26 1V 8.954 43.125 32.794 to 120.0 0.0 8.954 0.0 31 167.78 0.0072 0.0 52.079 0.377 Vel = 3.78 31 0.0 4.26 1V 8.954 1.000 33.171 to 120.0 0.0 8.954 0.433 32 167.78 0.0072 0.0 9.954 0.072 Vel = 3.78 32 0.0 4.26 1V 8.954 21.458 33.676 to 120.0 1X 21.067 30.021 0.0 33 167.78 0.0072 0.0 51.479 0.372 Vel = 3.78 33 -93.29 4.26 1V 8.954 14.000 34.048 to 120.0 1X 21.067 30.021 3.898 9B 74.49 0.0016 0.0 44.021 0.071 VeI= 1.68 0.0 74.49 38.017 KFactor= 12.08 33 93.29 4.26 4V 35.814 17.458 34.048 to 120.0 1X 21.067 56.881 0.0 34 93.29 0.0024 0.0 74.339 0.182 Vel = 2.10 34 0.0 4.26 1V 8.954 1.000 34.230 to 120.0 0.0 8.954 -0.433 35 93.29 0.0024 0.0 9.954 0.024 Vel = 2.10 35 0.0 4.26 1V 8.954 41.250 33.821 to 120.0 0.0 8.954 0.0 36 93.29 0.0025 0.0 50.204 0.123 Vel = 2.10 36 0.0 4.26 IV 8.954 12.000 33.944 to 120.0 0.0 8.954 0.0 37 93.29 0.0024 0.0 20.954 0.051 Vel = 2.10 37 0.0 4.26 1X 21.067 1.500 33.995 to 120.0 0.0 21.067 4.331 37A 93.29 0.0024 0.0 22.567 0.055 Vel = 2.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams cosco FIRE PROTECTION Page 21 6965 El Camino Real Date 7-19-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loc..or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 37A -55.47 4.26 0.0 1.000 38.381 to 120.0 0.0 0.0 0.0 M8 37.82 0.0 0.0 1.000 0.0 Vel = 0.85 0.0 37.82 38.381 K Factor = 6.10 **UNDERGROUND UG1 521.50 6.16 iT 43.037 31.750 49.499 to 140.0 0.0 43.037 0.0 UG2 521.5 0.0074 0.0 74.787 0.550 Vel = 5.61 UG2 0.0 6.16 2L 25.822 41.333 50.049 to 140.0 0.0 25.822 0.0 BF1 521.5 0.0074 0.0 67.155 0.494 Vel = 5.61 BF1 0.0 6.16 3L 38.734 10.000 50.543 to 140.0 iZin 0.0 38.734 3.725 * Fixed loss = 3.725 BF2 521.5 0.0073 0.0 48.734 0.358 Vel = 5.61 BF2 0.0 6.16 1L 12.911 30.000 54.626 to 140.0 iT 43.037 60.252 -2.166 TEST 521.5 0.0074 1G 4.304 90.252 0.664 Vel = 5.61 250.00 Qa = 250.00 771.50 53.124 K Factor = 105.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design COSCO FIRE PROTECTION 10695 Treena St. #105 San Diego, CA. 92131 (858) 444-2000 Job Name : 6971 El Camino Real Building : FP2 Location 6971 EL CAMINO REAL CARLSBAD, CA. 92009 System : AREA #2 Contract : 1306-1134 Data File : 1302-1564 Plaza Paseo Real 6971 .wxf fl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 COSCO FIRE PROTECTION Page 1 6971 El Camino Real Date 4-11-13 HYDRAULIC CALCULATIONS for Project name: 6971 PLAZA PASEO REAL Location: 6971 EL CAMINO REAL CARLSBAD, CA. 92009 Drawing no: FP2 Date: 7-19-13 Design Remote area number: AREA #2 Remote area location: GRID/LOOP Occupancy classification: ORDINARY HAZARD 1 Density: .2/.1 - Gpm/SqFt Area of application: 1533 - SqFt Coverage per sprinkler: VARIES - SqFt Type of sprinklers calculated: VIKING SSP (S.R.) No. of sprinklers calculated: 19 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 652.62 -GPM @ 50.387 - Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: 3/06/2013 Location: 6961 ELCAMINO REAL Source: FLOW= 1060 GPM, STATIC= 69 PSI, RESIDUAL= 62 PSI Name of contractor: COSCO FIRE PROTECTION Address: 10695 TREENA ST. STE. 105 / SAN DIEGO, CA. 92131 Phone number: 858-444-2000 Name of designer: H.A. Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) COSCO FIRE PROTECTION 6971 El Camino Real Page 2 Date 4-11-13 City Water Supply: Demand: Cl - Static Pressure : 62.1 Dl - Elevation : 4.908 C2 - Residual Pressure: 55.1 02 - System Flow : 402.624 C2 - Residual Flow : 1060 D2 - System Pressure : 50.387 Hose ( Demand ) : 250 D3 - System Demand : 652.624 Safety Margin : 8.859 150 140 130 p120 R 11 E10° S90 s 80 u 70 D2 D60 3 50 30 20 10 Di. •... I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N "1.85) 0 Computer Programs by Hydratec Inc. •e 111 Windham N.H. USA 03087 0. Fittings Use 'immary COSCO FIRE rNuTECTION Page 3 6971 El Camino Real Date 4-11-13 Fitting Legend Abbrev. Name 1/2 11/4 11,4 2 2Y2 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zin Wilkins 450DA 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 Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 4 Date 4-11-13 Flow Actual Density Area Press Req. 20.73 0.2 100 7.0 20.18 0.2 100 7.0 20.24 0.2 100 7.0 20.51 0.2 80 7.0 21.06 0.2 100 7.0 23.93 0.2 100 7.0 20.69 0.2 100 7.0 20.17 0.2 100 7.0 20.24 0.2 100 7.0 20.52 0.2 80 7.0 21.08 0.2 100 7.0 23.99 0.2 100 7.0 20.0 0.2 100 7.0 20.0 0.2 100 7.0 20.02 0.2 100 7.0 20.02 0.2 80 7.0 21.63 0.2 100 7.0 24.33 0.2 100 7.0 23.29 0.2 100 7.0 Pressure I Flow Summary - STANDARD COSCO FIRE PROTECTION 6971 El Camino Real Node No. Elevation K-Fact Pt Actual Pn 101 13.333 5.6 13.7 na 102 13.333 5.6 12.99 na 103 13.333 5.6 13.06 na 104 13.333 5.6 13.41 na 105 13.333 5.6 14.15 na 106 13.333 5.6 18.26 na 107 13.333 5.6 13.65 na 108 13.333 5.6 12.98 na 109 13.333 5.6 13.06 na 110 13.333 5.6 13.42 na 111 13.333 5.6 14.17 na 112 13.333 5.6 18.35 na 113 13.333 5.6 12.76 na 114 13.333 5.6 12.76 na 13 17.167 13.96 na 115 13.333 5.6 12.77 na 116 13.333 5.6 12.77 na 15 17.167 13.98 na 117 13.333 5.6 14.92 na 118 13.333 5.6 18.87 na 119 13.333 5.6 17.3 na A 15.167 16.99 na 21 15.167 21.92 na H 15.167 22.88 na 23 15.167 22.97 na B 15.167 16.68 na 22 15.167 21.84 na 15.167 22.87 na 24 15.167 22.94 na 1 15.167 15.27 na 2 15.167 14.45 na 3 15.167 14.53 na 4 15.167 14.94 na 5 15.167 15.79 na J 15.167 22.86 na 25 15.167 20.79 na 6 15.167 20.55 na 7 16.167 14.78 na 8 16.167 14.0 na 9 16.167 14.1 na 10 16.167 14.52 na 11 16.167 15.39 na K 16.167 22.52 na 26 16.167 20.45 na 12 16.167 20.21 na 14 17.167 14.43 na 16 17.167 14.45 na 17 17.167 15.81 na L 17.167 22.57 na 27 17.167 20.61 na 18 17.167 20.39 na 19 18.167 18.14 na 19A 18.167 22.03 na M 18.167 23.27 na 28 18.167 23.43 na 20 18.167 21.73 na 20A 18.167 24.62 na N 18.167 27.0 na 29 18.167 25.97 na 30A -1.0 43.13 na 57 0.0 42.57 na 52 0.0 42.55 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard COSCO FIRE PROTECTION Page 5 6971 El Camino Real Date 4-11-13 lode Elevation K-Fact Pt Pn Flow Density Area Press In Actual Actual Req. 36A -1.0 43.1 na 42 0.0 42.57 na 47 0.0 42.55 na 31A -1.0 43.15 na 58 0.0 42.64 na 53 0.0 42.63 na 37A -1.0 43.12 na 43 0.0 42.64 na 48 0.0 42.63 na 32A -1.0 43.19 na 59 0.0 42.72 na 54 0.0 42.71 na 38A -1.0 43.15 na 44 0.0 42.71 na 49 0.0 42.71 na 34A -1.0 43.23 na 60 0.0 42.8 na 55 0.0 42.8 na 40A -1.0 43.2 na 45 0.0 42.79 na 50 0.0 42.8 na 35A -1.0 43.23 na 61 0.0 42.84 na 56 0.0 42.84 na 41A -1.0 43.2 na 46 0.0 42.83 na 51 0.0 42.84 na 30 -1.0 43.14 na '1 -1.0 43.15 na -1.0 43.19 na -1.0 43.23 na 34 -1.0 43.23 na 36 -1.0 43.11 na 37 -1.0 43.12 na 38 -1.0 43.15 na 39 -1.0 43.18 na 40 -1.0 43.19 na RN5 15.167 22.98 na RN6 15.167 22.95 na RNI 15.167 20.61 na RN2 16.167 20.28 na RN3 17.167 20.46 na RN3A 18.167 23.46 na RN4 18.167 25.68 na S -1.0 42.96 na T -1.0 43.06 na U -1.0 43.14 na V -1.0 43.24 na W -1.0 43.28 na 35 -1.0 43.23 na 41 -1.0 43.19 na M5A 14.5 23.62 na M6A 14.5 23.59 na Ml 14.5 23.58 na M2 15.5 23.28 na M3 16.5 23.4 na M3A 16.5 24.62 na M4 16.5 26.44 na M4A 16.5 29.99 na 0 17.5 33.99 na 17.5 34.42 na -1.0 43.51 na Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 Flow Summary - Standard COSCO FIRE PROTECTION Page 6 6971 El Camino Real Date 4-11-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. BOR -1.0 46.54 na C 15.167 16.05 na D 16.167 15.53 na E 17.167 15.68 na F 17.167 18.57 na G 17.167 21.88 na P 14.5 24.8 na Q 14.5 30.97 na R -1.0 41.64 na X -1.0 43.45 na 62 -1.0 43.5 na UGI -3.0 47.74 na UG2 -3.0 48.07 na BF1 -3.0 48.38 na BF2 -3.0 52.14 na TEST 2.0 50.39 na The maximum velocity is 17.34 and it occurs in the pipe between nodes M4A and 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 250.0 fl Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 7 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn **SPRINKLERS 101 20.73 1.049 2E 4.0 3.000 13.702 K Factor = 5.60 to 120.0 21 10.0 14.000 -0.794 1 20.73 0.1391 0.0 17.000 2.364 Vel = 7.70 0.0 20.73 15.272 K Factor = 5.30 102 20.18 1.049 2E 4.0 3.000 12.990 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.794 2 20.18 0.1323 0.0 17.000 2.249 Vel = 7.49 0.0 20.18 14.445 K Factor = 5.31 103 20.24 1.049 2E 4.0 3.000 13.062 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.794 3 20.24 0.1329 0.0 17.000 2.260 Vel = 7.51 0.0 20.24 14.528 K Factor= 5.31 104 20.51 1.049 2E 4.0 3.000 13.412 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.794 4 20.51 0.1363 0.0 17.000 2.317 Vel = 7.61 0.0 20.51 14.935 K Factor = 5.31 105 21.06 1.049 2E 4.0 3.000 14.148 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.794 5 21.06 0.1432 0.0 17.000 2.435 Vel = 7.82 0.0 21.06 15.789 K Factor = 5.30 106 23.93 1.049 2E 4.0 3.000 18.263 K Factor = 5.60 to 120.0 21 10.0 14.000 -0.794 6 23.93 0.1814 0.0 17.000 3.083 V& = 8.88 0.0 23.93 20.552 K Factor = 5.28 107 20.69 1.049 2E 4.0 3.000 13.650 K Factor = 5.60 to 120.0 21 10.0 14.000 -1.227 7 20.69 0.1385 0.0 17.000 2.355 Vel = 7.68 0.0 20.69 14.778 K Factor= 5.38 108 20.17 1.049 2E 4.0 3.000 12.976 K Factor= 5.60 to 120.0 21 10.0 14.000 -1.227 8 20.17 0.1322 0.0 17.000 2.247 Vel = 7.49 0.0 20.17 13.996 K Factor = 5.39 109 20.24 1.049 2E 4.0 3.000 13.062 K Factor = 5.60 to 120.0 2T 10.0 14.000 -1.227 9 20.24 0.1330 0.0 17.000 2.261 Vel = 7.51 0.0 20.24 14.096 K Factor 5.39 110 20.52 1.049 2E 4.0 3.000 13.424 K Factor = 5.60 to 120.0 21 10.0 14.000 -1.227 10 20.52 0.1364 0.0 17.000 2.319 Vel = 7.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams cosco FIRE PROTECTION Page 8 6971 El Camino Real Date 4-11-13 Ref. "U" or Ftng's Pe Pv Notes W Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 20.52 14.516 K Factor = 5.39 111 21.08 1.049 2E 4.0 3.000 14.174 K Factor= 5.60 to 120.0 21 10.0 14.000 -1.227 11 21.08 0.1435 0.0 17.000 2.439 Vel = 7.83 0.0 21.08 15.386 K Factor = 5.37 112 23.99 1.049 2E 4.0 3.000 18.346 K Factor = 5.60 to 120.0 2T 10.0 14.000 -1.227 12 23.99 0.1821 0.0 17.000 3.095 Vel = 8.91 0.0 23.99 20.214 K Factor = 5.34 113 20.00 1.049 2E 4.0 8.000 12.755 K Factor = 5.60 to 120.0 21 10.0 14.000 -1.661 13 20.0 0.1302 0.0 22.000 2.864 Vet = 7.42 0.0 20.00 13.958 K Factor = 5.35 114 20.00 1.049 2E 4.0 8.000 12.755 K Factor = 5.60 to 120.0 2T 10.0 14.000 -1.661 13 20.0 0.1302 0.0 22.000 2.864 Vel = 7.42 13 20.00 1.049 0.0 1.000 13.958 to 120.0 0.0 0.0 0.0 14 40.0 0.4690 0.0 1.000 0.469 Vet = 14.85 0.0 40.00 14.427 K Factor 10.53 115 20.02 1.049 2E 4.0 8.000 12.774 K Factor = 5.60 to 120.0 2T 10.0 14.000 -1.661 15 20.02 0.1304 0.0 22.000 2.868 Vel = 7.43 0.0 20.02 13.981 K Factor = 5.35 116 20.02 1.049 2E 4.0 8.000 12.774 K Factor= 5.60 to 120.0 2T 10.0 14.000 -1.661 15 20.02 0.1304 0.0 22.000 2.868 Vel = 7.43 15 20.01 1.049 0.0 1.000 13.981 to 120.0 0.0 0.0 0.0 16 40.03 0.4700 0.0 1.000 0.470 Vel = 14.86 0.0 40.03 14.451 K Factor= 10.53 117 21.63 1.049 2E 4.0 3.000 14.917 K Factor= 5.60 to 120.0 21 10.0 14.000 -1.661 17 21.63 0.1505 0.0 17.000 2.558 Vel = 8.03 0.0 21.63 15.814 K Factor = 5.44 118 to 24.33 1.049 120.0 2E 21 4.0 10.0 3.000 14.000 18.874 -1.661 K Factor = 5.60 18 24.33 0.1870 0.0 17.000 3.179 Vel = 9.03 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 9 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 24.33 20.392 K Factor = 5.39 119 23.29 1.049 2E 4.0 3.000 17.301 K Factor= 5.60 to 120.0 2T 10.0 14.000 -2.094 19 23.29 0.1725 0.0 17.000 2.933 Vel = 8.65 0.0 23.29 18.140 K Factor = 5.47 **BRANCHLINEL2 A 22.51 1.049 1 5.0 25.500 16.985 to 120.0 0.0 5.000 0.0 21 22.51 0.1619 0.0 30.500 4.938 Vel = 8.36 21 0.0 1.38 1 6.0 18.833 21.923 to 120.0 0.0 6.000 0.0 RN5 22.51 0.0426 0.0 24.833 1.057 Vel = 4.83 0.0 22.51 22.980 K Factor = 4.70 H 2.60 1.049 1 5.0 24.000 22.879 to 120.0 0.0 5.000 0.0 23 2.6 0.0030 0.0 29.000 0.086 Vel = 0.97 23 0.0 1.38 IT 6.0 13.167 22.965 120.0 0.0 6.000 0.0 N5 2.6 0.0008 0.0 19.167 0.015 Vel = 0.56 0.0 2.60 22.980 K Factor = 0.54 B 23.06 1.049 IT 5.0 25.500 16.676 to 120.0 0.0 5.000 0.0 22 23.06 0.1693 0.0 30.500 5.165 Vel = 8.56 22 0.0 1.38 IT 6.0 18.833 21.841 to 120.0 0.0 6.000 0.0 RN6 23.06 0.0445 0.0 24.833 1.106 Vel = 4.95 0.0 23.06 22.947 K Factor = 4.81 I 2.18 1.049 IT 5.0 24.000 22.873 to 120.0 0.0 5.000 0.0 24 2.18 0.0022 0.0 29.000 0.063 Vel = 0.81 24 0.0 1.38 IT 6.0 13.167 22.936 to 120.0 0.0 6.000 0.0 RN6 2.18 0.0006 0.0 19.167 0.011 Vel = 0.47 0.0 2.18 22.947 K Factor = 0.46 1 -15.65 1.049 0.0 10.000 15.272 to 120.0 0.0 0.0 0.0 2 -15.65 -0.0827 0.0 10.000 -0.827 Vel = 5.81 2 20.18 1.049 0.0 10.000 14.445 to 120.0 0.0 0.0 0.0 4.53 0.0083 0.0 10.000 0.083 Vel = 1.68 3 20.24 1.38 0.0 8.000 14.528 to 120.0 0.0 0.0 0.0 4 24.77 0.0509 0.0 8.000 0.407 Vel = 5.31 Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 10 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 4 20.51 1.38 0.0 5.500 14.935 to 120.0 0.0 0.0 0.0 5 45.28 0.1553 0.0 5.500 0.854 Vel = 9.71 5 21.06 1.38 iT 6.0 9.333 15.789 to 120.0 0.0 6.000 0.0 RN1 66.34 0.3146 0.0 15.333 4.823 Vel = 14.23 0.0 66.34 20.612 KFactor 14.61 J -14.48 1.049 iT 5.0 24.000 22.863 to 120.0 0.0 5.000 0.0 25 -14.48 -0.0716 0.0 29.000 -2.075 Vel = 5.38 25 0.0 1.38 0.0 12.500 20.788 to 120.0 0.0 0.0 0.0 6 -14.48 -0.0189 0.0 12.500 -0.236 Vel = 3.11 6 23.93 1.38 IT 6.0 1.000 20.552 to 120.0 0.0 6.000 0.0 RN1 9.45 0.0086 0.0 7.000 0.060 Vel = 2.03 0.0 9.45 20.612 K Factor = 2.08 7 -15.18 1.049 0.0 10.000 14.778 to 120.0 0.0 0.0 0.0 8 -15.18 -0.0782 0.0 10.000 -0.782 Vel = 5.64 8 20.17 1.049 0.0 10.000 13.996 to 120.0 0.0 0.0 0.0 9 4.99 0.0100 0.0 10.000 0.100 Vel = 1.85 9 20.24 1.38 0.0 8.000 14.096 to 120.0 0.0 0.0 0.0 10 25.23 0.0525 0.0 8.000 0.420 Vel = 5.41 10 20.51 1.38 0.0 5.500 14.516 to 120.0 0.0 0.0 0.0 11 45.74 0.1582 0.0 5.500 0.870 Vel = 9.81 11 21.09 1.38 iT 6.0 9.333 15.386 to 120.0 0.0 6.000 0.0 RN2 66.83 0.3189 0.0 15.333 4.889 Vel = 14.34 0.0 66.83 20.275 K Factor= 14.84 K -14.46 1.049 11 5.0 24.000 22.520 to 120.0 0.0 5.000 0.0 26 -14.46 -0.0714 0.0 29.000 -2.071 Vel = 5.37 26 0.0 1.38 0.0 12.500 20.449 to 120.0 0.0 0.0 0.0 12 -14.46 -0.0188 0.0 12.500 -0.235 Vel = 3.10 12 23.99 1.38 iT 6.0 1.000 20.214 to 120.0 0.0 6.000 0.0 RN2 9.53 0.0087 0.0 7.000 0.061 Vel = 2.04 0.0 9.53 20.275 K Factor= 2.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - COSCO FIRE PROTECTION Page 11 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes ****** Point at Pf/Ft Eqv. Ln. Total Pf Pn 14 3.37 1.38 0.0 19.000 14.427 to 120.0 0.0 0.0 0.0 16 3.37 0.0013 0.0 19.000 0.024 Vel = 0.72 16 40.03 1.38 0.0 9.500 14.451 to 120.0 0.0 0.0 0.0 17 43.4 0.1435 0.0 9.500 1.363 Vel = 9.31 17 21.63 1.38 iT 6.0 9.333 15.814 to 120.0 0.0 6.000 0.0 RN3 65.03 0.3031 0.0 15.333 4.648 Vel = 13.95 0.0 65.03 20.462 K Factor= 14.38 L -14.03 1.049 iT 5.0 24.000 22.572 to 120.0 0.0 5.000 0.0 27 -14.03 -0.0675 0.0 29.000 -1.958 Vel = 5.21 27 0.0 1.38 0.0 12.500 20.614 to 120.0 0.0 0.0 0.0 18 -14.03 -0.0178 0.0 12.500 -0.222 Vel = 3.01 18 24.33 1.38 iT 6.0 1.000 20.392 to 120.0 0.0 6.000 0.0 RN3 10.3 0.0100 0.0 7.000 0.070 Vel = 2.21 0.0 10.30 20.462 K Factor = 2.28 19 24.84 1.049 0.0 20.000 18.140 to 120.0 0.0 0.0 0.0 19A 24.84 0.1943 0.0 20.000 3.886 Vel = 9.22 19A 0.0 1.38 1 6.0 22.000 22.026 to 120.0 0.0 6.000 0.0 RN3A 24.84 0.0511 0.0 28.000 1.430 Vel = 5.33 0.0 24.84 23.456 K Factor= 5.13 M 3.60 1.049 iT 5.0 24.000 23.271 to 120.0 0.0 5.000 0.0 28 3.6 0.0054 0.0 29.000 0.158 Vel = 1.34 28 0.0 1.38 11 6.0 13.167 23.429 to 120.0 0.0 6.000 0.0 RN3A 3.6 0.0014 0.0 19.167 0.027 Vel = 0.77 0.0 3.60 23.456 K Factor= 0.74 20 21.14 1.049 0.0 20.000 21.732 to 120.0 0.0 0.0 0.0 20A 21.14 0.1442 0.0 20.000 2.883 VeI= 7.85 20A 0.0 1.38 iT 6.0 22.000 24.615 to 120.0 0.0 6.000 0.0 RN4 21.14 0.0379 0.0 28.000 1.062 Vel = 4.53 0.0 21.14 25.677 KFactor= 4.17 -12.98 1.049 iT 5.0 12.500 26.996 to 120.0 0.0 5.000 0.0 29 -12.98 -0.0585 0.0 17.500 -1.024 Vel = 4.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 12 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 29 0.0 1.38 iT 6.0 13.167 25.972 to 120.0 0.0 6.000 0.0 RN4 -12.98 -0.0154 0.0 19.167 -0.295 Vel = 2.78 0.0 -12.98 25.677 K Factor= -2.56 **BRANCHLIN ELi 30A -3.35 1.049 iE 2.0 25.500 43.130 to 120.0 0.0 2.000 -0.433 57 -3.35 -0.0048 0.0 27.500 -0.131 Vel = 1.24 57 0.0 1.38 0.0 12.000 42.566 to 120.0 0.0 0.0 0.0 52 -3.35 -0.0012 0.0 12.000 -0.015 Vel = 0.72 52 0.0 1.61 iT 8.0 2.000 42.551 to 120.0 0.0 8.000 0.0 Si -3.35 -0.0006 0.0 10.000 -0.006 Vel = 0.53 0.0 -3.35 42.545 K Factor= -0.51 36A -3.32 1.049 0.0 21.000 43.098 to 120.0 0.0 0.0 -0.433 42 -3.32 -0.0047 0.0 21.000 -0.098 Vel = 1.23 42 0.0 1.38 0.0 12.000 42.567 to 120.0 0.0 0.0 0.0 47 -3.32 -0.0012 0.0 12.000 -0.015 Vel = 0.71 47 0.0 1.61 iT 8.0 4.000 42.552 to 120.0 0.0 8.000 0.0 Si -3.32 -0.0006 0.0 12.000 -0.007 Vel = 0.52 0.0 -3.32 42.545 K Factor= -0.51 31A -2.41 1.049 1E 2.0 25.500 43.147 to 120.0 0.0 2.000 -0.433 58 -2.41 -0.0026 0.0 27.500 -0.072 Vel = 0.89 58 0.0 1.38 0.0 12.000 42.642 to 120.0 0.0 0.0 0.0 53 -2.41 -0.0007 0.0 12.000 -0.008 Vel = 0.52 53 0.0 1.61 1 8.0 2.000 42.634 to 120.0 0.0 8.000 0.0 Ti -2.41 -0.0003 0.0 10.000 -0.003 Vel = 0.38 0.0 -2.41 42.631 KFactor= -0.37 37A -2.12 1.049 0.0 21.000 43.116 to 120.0 0.0 0.0 -0.433 43 -2.12 -0.0020 0.0 21.000 -0.043 Vel = 0.79 43 0.0 1.38 0.0 12.000 42.640 to 120.0 0.0 0.0 0.0 48 -2.12 -0.0005 0.0 12.000 -0.006 Vel = 0.45 48 0.0 1.61 iT 8.0 4.000 42.634 to 120.0 0.0 8.000 0.0 TI -2.12 -0.0002 0.0 12.000 -0.003 Vel = 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 13 6971 El Camino Real Date 4-11-13 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 -2.12 42.631 KFactor= -0.32 32A -1.69 1.049 IE 2.0 25.500 43.187 to 120.0 0.0 2.000 -0.433 59 -1.69 -0.0013 0.0 27.500 -0.037 Vet = 0.63 59 0.0 1.38 0.0 12.000 42.717 to 120.0 0.0 0.0 0.0 54 -1.69 -0.0003 0.0 12.000 -0.004 Vet = 0.36 54 0.0 1.61 iT 8.0 2.000 42.713 to 120.0 0.0 8.000 0.0 Ui -1.69 -0.0002 0.0 10.000 -0.002 Vet = 0.27 0.0 -1.69 42.711 KFactor= -0.26 38A -0.85 1.049 0.0 21.000 43.154 to 120.0 0.0 0.0 -0.433 44 -0.85 -0.0004 0.0 21.000 -0.008 Vet = 0.32 44 0.0 1.38 0.0 12.000 42.713 to 120.0 0.0 0.0 0.0 49 -0.85 -0.0001 0.0 12.000 -0.001 Vet = 0.18 49 0.0 1.61 iT 8.0 4.000 42.712 120.0 0.0 8.000 0.0 Ui -0.85 -0.0001 0.0 12.000 -0.001 Vet= 0.13 0.0 -0.85 42.711 K Factor = -0.13 34A 0.44 1.049 1E 2.0 25.500 43.231 to 120.0 0.0 2.000 -0.433 60 0.44 0.0001 0.0 27.500 0.003 Vet = 0.16 60 0.0 1.38 0.0 12.000 42.801 to 120.0 0.0 0.0 0.0 55 0.44 0.0 0.0 12.000 0.0 Vet = 0.09 55 0.0 1.61 iT 8.0 2.000 42.801 to 120.0 0.0 8.000 0.0 VI 0.44 0.0 0.0 10.000 0.0 Vet = 0.07 0.0 0.44 42.801 K Factor= 0.07 40A 1.73 1.049 IE 2.0 21.000 43.195 to 120.0 0.0 2.000 -0.433 45 1.73 0.0014 0.0 23.000 0.033 Vet = 0.64 45 0.0 1.38 0.0 12.000 42.795 to 120.0 0.0 0.0 0.0 50 1.73 0.0003 0.0 12.000 0.004 Vet = 0.37 50 0.0 1.61 iT 8.0 4.000 42.799 to 120.0 0.0 8.000 0.0 VI 1.73 0.0002 0.0 12.000 0.002 Vet = 0.27 0.0 1.73 42.801 K Factor= 0.26 35A 1.63 1.049 1 2.0 25.500 43.235 to 120.0 0.0 2.000 -0.433 61 1.63 0.0012 0.0 27.500 0.034 Vet = 0.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 14 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 61 0.0 1.38 0.0 12.000 42.836 to 120.0 0.0 0.0 0.0 56 1.63 0.0003 0.0 12.000 0.004 Vet = 0.35 56 0.0 1.61 iT 8.0 2.000 42.840 to 120.0 0.0 8.000 0.0 Wi 1.63 0.0002 0.0 10.000 0.002 Vet = 0.26 0.0 1.63 42.842 KFactor= 0.25 41A 2.15 1.049 3E 6.0 26.333 43.197 to 120.0 0.0 6.000 -0.433 46 2.15 0.0021 0.0 32.333 0.068 Vet = 0.80 46 0.0 1.38 0.0 12.000 42.832 to 120.0 0.0 0.0 0.0 51 2.15 0.0005 0.0 12.000 0.006 Vet= 0.46 51 0.0 1.61 IT 8.0 4.000 42.838 to 120.0 0.0 8.000 0.0 Wi 2.15 0.0003 0.0 12.000 0.004 Vet = 0.34 - 0.0 2.15 42.842 K Factor = 0.33 **ADDED MAINSL1 30 3.35 1.38 0.0 10.500 43.139 to 120.0 0.0 0.0 0.0 31 3.35 0.0012 0.0 10.500 0.013 Vet = 0.72 31 2.41 1.38 0.0 11.083 43.152 to 120.0 0.0 0.0 0.0 32 5.76 0.0034 0.0 11.083 0.038 Vet = 1.24 32 1.69 1.38 0.0 6.792 43.190 to 120.0 0.0 0.0 0.0 33 7.45 0.0054 0.0 6.792 0.037 Vet = 1.60 33 -5.38 1.38 0.0 6.792 43.227 to 120.0 0.0 0.0 0.0 34 2.07 0.0004 0.0 6.792 0.003 Vet = 0.44 34 -0.44 1.38 0.0 5.833 43.230 to 120.0 0.0 0.0 0.0 35 1.63 0.0003 0.0 5.833 0.002 Vet = 0.35 0.0 1.63 43.232 K Factor= 0.25 36 3.32 1.38 0.0 10.500 43.107 to 120.0 0.0 0.0 0.0 37 3.32 0.0012 0.0 10.500 0.013 Vet = 0.71 37 2.12 1.38 0.0 11.083 43.120 to 120.0 0.0 0.0 0.0 38 5.44 0.0031 0.0 11.083 0.034 Vet = 1.17 38 0.84 1.38 0.0 6.792 43.154 to 120.0 0.0 0.0 0.0 39 6.28 0.0041 0.0 6.792 0.028 Vet = 1.35 39 -2.40 1.38 0.0 6.792 43.182 to 120.0 0.0 0.0 0.0 40 3.88 0.0016 0.0 6.792 0.011 Vet = 0.83 Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 15 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 40 -1.73 1.38 0.0 0.500 43.193 to 120.0 0.0 0.0 0.0 41 2.15 0.0 0.0 0.500 0.0 Vel = 0.46 0.0 2.15 43.193 K Factor= 0.33 33 5.38 1.38 2E 6.0 55.000 43.227 to 120.0 2T 12.0 18.000 0.0 X 5.38 0.0030 0.0 73.000 0.220 Vel = 1.15 0.0 5.38 43.447 K Factor = 0.82 39 2.40 1.38 3E 9.0 447.500 43.182 to 120.0 2T 12.0 21.000 0.0 62 2.4 0.0007 0.0 468.500 0.318 Vel = 0.51 0.0 2.40 43.500 K Factor = 0.36 **RISER NIPPLESL2 RN5 25.11 1.38 iT 6.0 0.667 22.980 to 120.0 0.0 6.000 0.289 M5A 25.11 0.0522 0.0 6.667 0.348 Vel = 5.39 0.0 25.11 23.617 KFactór= 5.17 RN6 25.24 1.38 iT 6.0 0.667 22.947 to 120.0 0.0 6.000 0.289 M6A 25.24 0.0525 0.0 6.667 0.350 Vel = 5.41 0.0 25.24 23.586 K Factor = 5.20 RN1 75.80 1.38 iT 6.0 0.667 20.612 to 120.0 0.0 6.000 0.289 Ml 75.8 0.4026 0.0 6.667 2.684 Vel = 16.26 0.0 75.80 23.585 K Factor = 15.61 RN2 76.35 1.38 IT 6.0 0.667 20.275 to 120.0 0.0 6.000 0.289 M2 76.35 0.4080 0.0 6.667 2.720 Vel = 16.38 0.0 76.35 23.284 K Factor = 15.82 RN3 75.32 1.38 iT 6.0 0.667 20.462 to 120.0 0.0 6.000 0.289 M3 75.32 0.3979 0.0 6.667 2.653 Vel = 16.16 0.0 75.32 23.404 K Factor = 15.57 RN3A 28.43 1.38 iT 6.0 0.667 23.456 to 120.0 0.0 6.000 0.722 M3A 28.43 0.0657 0.0 6.667 0.438 Vel = 6.10 0.0 28.43 24.616 K Factor = 5.73 RN4 8.15 1.38 1 6.0 0.667 25.677 to 120.0 0.0 6.000 0.722 M4 8.15 0.0064 0.0 6.667 0.043 Vel = 1.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 16 6971 El Camino Real Date 4-11-13 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 8.15 26.442 K Factor= 1.58 **RISER NIPPLESL1 S 6.67 1.61 IT 8.0 0.667 42.960 to 120.0 0.0 8.000 -0.433 SI 6.67 0.0021 0.0 8.667 0.018 Vel = 1.05 0.0 6.67 42.545 K Factor = 1.02 1 4.53 1.61 iT 8.0 0.667 43.055 to 120.0 0.0 8.000 -0.433 Ti 4.53 0.0010 0.0 8.667 0.009 Vel = 0.71 0.0 4.53 42.631 K Factor = 0.69 U 2.54 1.61 iT 8.0 0.667 43.141 to 120.0 0.0 8.000 -0.433 Ui 2.54 0.0003 0.0 8.667 0.003 Vel = 0.40 0.0 2.54 42.711 KFactor= 0.39 V -2.17 1.61 iT 8.0 0.667 43.237 to 120.0 0.0 8.000 -0.433 Vi -2.17 -0.0003 0.0 8.667 -0.003 Vel = 0.34 0.0 -2.17 42.801 K Factor = -0.33 W -3.78 1.61 iT 8.0 0.667 43.281 to 120.0 0.0 8.000 -0.433 Wi -3.78 -0.0007 0.0 8.667 -0.006 Vel = 0.60 0.0 -3.78 42.842 K Factor = -0.58 30 -3.35 1.38 iT 6.0 1.000 43.139 to 120.0 0.0 6.000 0.0 30A -3.35 -0.0013 0.0 7.000 -0.009 Vel = 0.72 0.0 -3.35 43.130 K Factor = -0.51 31 -2.41 1.38 iT 6.0 1.000 43.152 to 120.0 0.0 6.000 0.0 31A -2.41 -0.0007 0.0 7.000 -0.005 Vel = 0.52 0.0 -2.41 43.147 K Factor = -0.37 32 -1.69 1.38 iT 6.0 1.000 43.190 to 120.0 0.0 6.000 0.0 32A -1.69 -0.0004 0.0 7.000 -0.003 Vel = 0.36 0.0 -1.69 43.187 K Factor -0.26 34 0.44 1.38 iT 6.0 1.000 43.230 to 120.0 0.0 6.000 0.0 34A 0.44 0.0001 0.0 7.000 0.001 Vel = 0.09 0.0 Computer Proqrams by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 17 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.44 43.231 K Factor = 0.07 35 1.63 1.38 iT 6.0 1.000 43.232 to 120.0 0.0 6.000 0.0 35A 1.63 0.0004 0.0 7.000 0.003 Vel = 0.35 0.0 1.63 43.235 K Factor = 0.25 36 -3.32 1.38 iT 6.0 1.000 43.107 to 120.0 0.0 6.000 0.0 36A -3.32 -0.0013 0.0 7.000 -0.009 Vel = 0.71 0.0 -3.32 43.098 K Factor -0.51 37 -2.12 1.38 iT 6.0 1.000 43.120 to 120.0 0.0 6.000 0.0 37A -2.12 -0.0006 0.0 7.000 -0.004 Vel = 0.45 0.0 -2.12 43.116 KFactor= -0.32 38 -0.85 1.38 iT 6.0 1.000 43.154 to 120.0 0.0 6.000 0.0 38A -0.85 0.0 0.0 7.000 0.0 Vel = 0.18 0.0 -0.85 43.154 K Factor = -0.13 40 1.73 1.38 iT 6.0 1.000 43.193 to 120.0 0.0 6.000 0.0 40A 1.73 0.0003 0.0 7.000 0.002 Vel = 0.37 0.0 1.73 43.195 K Factor = 0.26 41 2.15 1.38 iT 6.0 1.000 43.193 to 120.0 0.0 6.000 0.0 41A 2.15 0.0006 0.0 7.000 0.004 Vel = 0.46 0.0 2.15 43.197 KFactor= 0.33 **MAINSL2 M5A -35.24 2.635 0.0 7.250 23.617 to 120.0 0.0 0.0 0.0 M6A -35.24 -0.0043 0.0 7.250 -0.031 Vel = 2.07 M6A 25.24 2.635 0.0 4.000 23.586 to 120.0 0.0 0.0 0.0 Ml -10.0 -0.0002 0.0 4.000 -0.001 Vel = 0.59 Ml 75.79 2.635 0.0 10.000 23.585 to 120.0 0.0 0.0 -0.433 M2 65.79 0.0132 0.0 10.000 0.132 Vel = 3.87 M2 76.36 2.635 0.0 10.000 23.284 to 120.0 0.0 0.0 -0.433 M3 142.15 0.0553 0.0 10.000 0.553 Vel = 8.36 113 75.32 2.635 0.0 10.000 23.404 LV 120.0 0.0 0.0 0.0 M3A 217.47 0.1212 0.0 10.000 1.212 Vel = 12.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 18 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M3A 28.44 2.635 0.0 12.000 24.616 to 120.0 0.0 0.0 0.0 M4 245.91 0.1522 0.0 12.000 1.826 Vet = 14.47 M4 8.15 2.635 IT 16.474 5.500 26.442 to 120.0 0.0 16.474 0.0 M4A 254.06 0.1616 0.0 21.974 3.552 Vet = 14.95 M4A 40.64 2.635 IT 16.474 4.333 29.994 to 120.0 0.0 16.474 -0.433 0 294.7 0.2127 0.0 20.807 4.426 Vet = 17.34 O 47.58 4.26 1E 13.167 3.000 33.987 to 120.0 0.0 13.167 0.0 MS 342.28 0.0270 0.0 16.167 0.437 Vet = 7.70 M5 0.0 4.26 iT 26.334 13.500 34.424 to 120.0 0.0 26.334 8.012 M6 342.28 0.0271 0.0 39.834 1.078 Vet = 7.70 M6 60.34 4.26 4E 52.668 4.000 43.514 to 120.0 iT 26.334 79.002 0.0 BOR 402.62 0.0365 0.0 83.002 3.031 Vet = 9.06 BOR 0.0 4.26 IL 7.9 1.000 46.545 to 120.0 0.0 7.900 0.866 UG1 402.62 0.0365 0.0 8.900 0.325 Vet = 9.06 0.0 402.62 47.736 K Factor= 58.27 **NEW EXTERIORMANL2 A -22.51 1.38 0.0 7.250 16.985 to 120.0 0.0 0.0 0.0 B -22.51 -0.0426 0.0 7.250 -0.309 Vet = 4.83 B -23.05 1.38 0.0 4.000 16.676 to 120.0 0.0 0.0 0.0 C -45.56 -0.1570 0.0 4.000 -0.628 Vet = 9.77 C 9.18 1.38 iT 6.0 1.500 16.048 to 120.0 0.0 6.000 0.0 1 -36.38 -0.1035 0.0 7.500 -0.776 Vet = 7.80 0.0 -36.38 15.272 K Factor= -9.31 C -9.18 1.38 0.0 10.000 16.048 to 120.0 0.0 0.0 -0.433 D -9.18 -0.0081 0.0 10.000 -0.081 Vet = 1.97 D -26.69 1.38 iT 6.0 1.500 15.534 to 120.0 0.0 6.000 0.0 7 -35.87 -0.1008 0.0 7.500 -0.756 Vet = 7.69 0.0 -35.87 14.778 K Factor -9.33 D 26.69 1.38 0.0 10.000 15.534 to 120.0 0.0 0.0 -0.433 E 26.69 0.0584 0.0 10.000 0.584 Vet = 5.73 E -63.32 1.38 iT 6.0 6.000 15.685 to 120.0 0.0 6.000 0.0 14 -36.63 -0.1048 0.0 12.000 -1.258 Vet = 7.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 19 6971 El Camino Real Date 4-11-13 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 -36.63 14.427 K Factor= -9.64 E 63.32 1.38 0.0 10.000 15.685 to 120.0 0.0 0.0 0.0 F 63.32 0.2886 0.0 10.000 2.886 Vel = 13.58 F -61.78 1.38 iT 6.0 1.500 18.571 to 120.0 0.0 6.000 -0.433 19 1.54 0.0003 0.0 7.500 0.002 Vet = 0.33 0.0 1.54 18.140 KFactor 0.36 F 61.78 1.38 0.0 12.000 18.571 to 120.0 0.0 0.0 0.0 G 61.78 0.2758 0.0 12.000 3.309 Vel = 13.25 G -40.64 1.38 iT 6.0 1.500 21.880 to 120.0 0.0 6.000 -0.433 20 21.14 0.0380 0.0 7.500 0.285 Vet = 4.53 0.0 21.14 21.732 KFactor= 4.53 G 40.64 1.38 2E 6.0 49.583 21.880 ) 120.0 iT 6.0 12.000 0.289 M4A 40.64 0.1271 0.0 61.583 7.825 Vet = 8.72 0.0 40.64 29.994 K Factor = 7.42 **NEW EXTERIORMAN21-2 H -2.60 1.38 0.0 7.250 22.879 to 120.0 0.0 0.0 0.0 I -2.6 -0.0008 0.0 7.250 -0.006 Vel = 0.56 I -2.18 1.38 0.0 4.000 22.873 to 120.0 0.0 0.0 0.0 J -4.78 -0.0025 0.0 4.000 -0.010 Vet = 1.03 J 14.48 1.38 0.0 10.000 22.863 to 120.0 0.0 0.0 -0.433 K 9.7 0.0090 0.0 10.000 0.090 Vet = 2.08 K 14.45 1.38 0.0 10.000 22.520 to 120.0 0.0 0.0 -0.433 L 24.15 0.0485 0.0 10.000 0.485 Vet = 5.18 L 14.03 1.38 0.0 10.000 22.572 to 120.0 0.0 0.0 -0.433 M 38.18 0.1132 0.0 10.000 1.132 Vel = 8.19 M -3.59 1.38 2E 6.0 33.500 23.271 to 120.0 0.0 6.000 0.0 N 34.59 0.0943 0.0 39.500 3.725 Vet = 7.42 N 12.98 1.38 2E 6.0 27.417 26.996 to 120.0 iT 6.0 12.000 0.289 D 47.57 0.1700 0.0 39.417 6.702 Vel = 10.20 0.0 47.57 33.987 K Factor= 8.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 20 6971 El Camino Real Date 4-11-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..Cf.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn **CONNECTING MAIN M5A 6035 1.38 1E 3.0 1.500 23.617 to 120.0 0.0 3.000 0.0 P 60.35 0.2640 0.0 4.500 1.188 Vel = 12.95 P 0.0 1.38 2E 6.0 17.333 24.805 to 120.0 0.0 6.000 0.0 Q 60.35 0.2640 0.0 23.333 6.161 Vel = 12.95 Q 0.0 1.38 1E 3.0 12.000 30.966 to 120.0 0.0 3.000 6.713 R 60.35 0.2640 0.0 15.000 3.960 Vel = 12.95 R 0.0 1.38 0.0 5.000 41.639 to 120.0 0.0 0.0 0.0 S 60.35 0.2642 0.0 5.000 1.321 Vel = 12.95 S -6.67 2.635 0.0 10.500 42.960 to 120.0 0.0 0.0 0.0 T 53.68 0.0090 0.0 10.500 0.095 Vel = 3.16 T -4.53 2.635 0.0 11.083 43.055 to 120.0 0.0 0.0 0.0 U 49.15 0.0078 0.0 11.083 0.086 Vel = 2.89 U -2.54 2.635 0.0 13.625 43.141 to 120.0 0.0 0.0 0.0 V 46.61 0.0070 0.0 13.625 0.096 Vel = 2.74 V 2.17 2.635 0.0 5.833 43.237 to 120.0 0.0 0.0 0.0 W 48.78 0.0075 0.0 5.833 0.044 Vel = 2.87 W 3.78 2.635 iT 16.474 2.500 43.281 to 120.0 0.0 16.474 0.0 X 52.56 0.0087 0.0 18.974 0.166 Vel = 3.09 X 5.38 2.635 0.0 5.000 43.447 to 120.0 0.0 0.0 0.0 62 57.94 0.0106 0.0 5.000 0.053 Vel = 3.41 62 2.41 2.635 0.0 1.250 43.500 to 120.0 0.0 0.0 0.0 M6 60.35 0.0112 0.0 1.250 0.014 Vel= 3.55 0.0 60.35 43.514 K Factor= 9.15 **UNDERGROUND UG1 402.62 6.16 1 43.037 30.500 47.736 to 140.0 0.0 43.037 0.0 UG2 402.62 0.0046 0.0 73.537 0.335 Vel = 4.33 UG2 0.0 6.16 2L 25.822 41.333 48.071 to 140.0 0.0 25.822 0.0 BF1 402.62 0.0046 0.0 67.155 0.306 Vel = 4.33 BF1 to 0.0 6.16 140.0 3L iZin 38.734 0.0 10.000 38.734 48.377 3.542 * Fixed loss = 3.542 BF2 402.62 0.0046 0.0 48.734 0.223 Vel = 4.33 BF2 0.0 6.16 IL 12.911 30.000 52.142 to 140.0 iT 43.037 60.252 -2.166 TEST 402.62 0.0046 IC 4.304 90.252 0.411 Vel = 4.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 21 6971 El Camino Real Date 4-11-13 F-fyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 250.00 Qa = 250.00 652.62 50.387 K Factor= 91.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Test Record Test Hydrant Location , q C,! tF, I Caryi 1'? R C 41 11 5 Hydrant ID No. Size Main____________ Static.............. Residual......... - t.Z Pressure Drop.. 1 (PDI 1)....K factor for FOIl Flow Hydrant(s) Hydrant 1 location Hydrant 2 location Hydrant 3 location Hydrant I Pitot 0 _PSI GPM: _D (i 0 Size of Orifice 1.J/j. Hydrant 2 Pitot _PSI GPM: Size of Orifice___________ Hydrant 3 Pitot PSI GPM: Size of Orifice.___________ Total:_______ (QI) Calculated test and flow data - 0 x PD2 k =Q2 PDI*k StaticS.................... Desired Residual.......20 Pressure Drop (PD 2).. K factor PD 2: x divided by equals GPM at 20 psi residual QI PD2k PD1k Q2 Comments: Test conducted for: _Jd re t/ kfL) Conducted by: Co .c Lo f-'cc. PrD+C c-h'o.- Date: 3)L°tl?? Time: q:ip 104 OUTDOOR INSTALLATION DIMENSIONS (approx) Al SE71ER Al SETTER MODEL SIZE END TO END TO END END FLS MiS in. I mm in. 1mm in. lmm 4 100 315/161 795 29.313 745 6 150 343/4 I 884 32.75 1 832 8 I 200 -47 11194 44.625 11133 10 250 51 11295 47 11194 I 101 104 CL Cl) 69 uj ui 400 800 1200 1600 a- FLOW RATES (GPM) MODEL 450DA 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 63.1 126.2 189.3 252.4 1r .Now - I ['III' 2000 .J.!I!II TO FLOW CHARACTERISTICS MODEL 450DA 4" & 6" (STANDARD) FLOW RATES (us) 25.2 50.5 75.7 FLOW RATES (GPM) *Rated Flow (Established by approval agencies) 1 ROTECTIVE TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latestedition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12' (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 1 675 1 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 SPECIFICATIONS TheDouble Check Detector Backflow Preventer shall beASSE@ Listed 1048 and supplied with full port OS & Y gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade4), the seat ring and check valve shall be NORYL TM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks • shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Preventer shall be a WILKINS Model 450DA. Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Carlsbad Municipal Water District Potable Water Discharge Event Report Date: __ Location: 6161 Reason for Discharge Event: ..__J\'U Type of Event. Initial Dew atering Water Mains J/14 Estimated Discharge Flow: A!? GPM Note: Includes flow testing and flushing Dewatering Water Mains Start Time g LLI4 Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. N/k (2L End Time IJ(fl4 Pre-Dechlorination Residual: 0 '7 Post-Dechlorination Residual: (Less than 0.1 mg/L) PH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. ___ Upon completion of dewatering, ensure that any sediments or silted areas are cleared. Water Sampling Performed by: Comments: Submitted by: Reviewed by: (Name & Date) (Name & Date) S Fire Protection b,, Computer Design COSCO FIRE PROTECTION 10695 Treena St. #105 San Diego, CA. 92131 (858) 444-2000 Job Name 6965 El Camino Real Building : FP2 Location : 6965 EL CAMINO REAL, CARSLBAD, CA 92009 System : AREA #1 Contract : 1306-1134 Data File 1306-1134 Plaza Paseo Real 6965.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S