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2875 LOKER AVE E; ; AS160299; Permit
12/8/2020 AS160299 Permit Data City of Carlsbad Sprinkler Permit 2875 LOKER AV Job Address: EAST Permit Type: SPRINK Parcel No: 2090831000 Lot #: 0 Reference No.: PC #: Permit No: AS160299 Status: ISSUED Applied 9/15/2016 Approved: 10/12/2016 Issued: 10/12/2016 Inspector: Project Title: ZEST ANCHORS PROVIDE FIRE SPRINKLER PROTECTION FOR NEW STORAGE RACKING AND MEZZANINE Applicant: WESTERN FIRE PROTECTION 13630 DANIELSON ST P0 WAY CA 92064 858-513-4949 Owner: TECHBILT CONSTRUCTION CORP P 0 BOX 80036 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 483 0 483 0 1/1 - - - Western Fire Protection Inc. Hydraulic Calculations & Material Submittal Zest Anchors Rack & Mezzanine T.I. 2875 Loker Ave East Carlsbad, CA 92010 Job#TIC- 1524 AS 1 60299 2875 LOKER AV EAST P's\ ~'CQ'~q 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Your Street Address 2 Poway, CA 92064 858-513-4949 Job Name : Zest Anchors - Phase II Building Location : 2875 Loker Ave East System : Area 6A Contract : TIC-1524 Data File : Zest Anchors Area 6A.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I I I I I I I I I I I I I I I I I Western Fire Protection Inc Page Zest Anchors - Phase II Date I Project name: Zest Anchors -Phase II I Location: 2875 Loker Ave East Drawing no: Date: HYDRAULIC CALCULATIONS for I Design Remote area number: Area 6A Remote area location: Warehouse 157 Occupancy classification: F-1/S-1 I Density: .3 - Gpm/SqFt Area of application: 2000 - SqFt Coverage per sprinkler: 96 - SqFt I Type of sprinklers calculated: 25.2K, 8.0K, & 5.6K Mix No. of sprinklers calculated: 36 In-rack demand: 354.383 - GPM Hose streams: 500 - GPM I Total water required (including hose streams): 1789.36 - GPM @ 83.986 -Psi Type of system: Wet Volume of dry or preaction system: N/A - Gal I Water supply information Date: 8-22-16 Location: Hydrant Directly Adjacent to Site I Source: Mission Consulting Services Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / Your Street Address 2 / Poway, CA 9206 I Phone number: 858-513-4949 Name of designer: C Hollands Authority -having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken I prior to data entry. I I I I I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 [1 I Water Supply Curve C Western Fire Protection Inc Page 2 Zest Anchors - Phase II Date City Water Supply: Demand: CI - Static Pressure : 104.4 Dl - Elevation : 10.394 C2 - Residual Pressure: 93.6 D2 - System Flow :1289.36 C2 - Residual Flow : 8000 D2 - System Pressure : 83.986 Hose ( Demand) : 500 D3 - System Demand :1789.36 Safety Margin : 19.738 150 140 130 p120 R11° c'r - E 100 - C2 90 LIZ 580 U70 R6° E5° 40 , 30 20 10 --- _I_ ....• I I I __________________________ ____________________________ 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - - - - - M - - = - - - - - - - - Fittings Used Summary Western Fire Protection Inc Page 3 Zest Anchors - Phase II Date Filling Legend Ahbrev. Name, ',4 3% 1 1% 11/2 2 21,4 3 31,4 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 1390 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 I Pressure I Flow Summary - STANDARD Western Fire Protection Inc Zest Anchors - Phase II Page Date 4 Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. No. 8T 24.0 16.22 na 9T 24.0 16.22 na lOT 24.0 16.23 na liT 24.0 16.24 na 12T 24.0 16.26 na 13T 24.0 16.39 na 24.0 17.54 na 30T 14T 24.0 16.4 na 31T 24.0 17.54 na 151 24.0 16.4 na 32T 24.0 17.57 na 161 24.0 16.4 na 331 24.0 17.65 na 17T 24.0 15.98 na Al 24.0 25.2 12.09 na 87.61 0.3 168 7.0 A2 34T 24.0 24.0 25.2 12.25 13.91 na na 88.2 0.3 168 7.0 A3 24.0 25.2 12.97 na 90.76 0.3 168 7.0 A4 24.0 8 12.96 na 28.8 0.3 96 7.0 A5 24.0 8 12.98 na 28.83 0.3 96 7.0 A6 24.0 8 13.09 na 28.95 0.3 96 7.0 A7 24.0 25.2 13.72 na 93.35 0.3 168 7.0 35T 24.0 14.7 na A8 24.0 25.2 13.21 na 91.59 0.3 168 7.0 A9 A10 24.0 24.0 8 8 13.11 13.1 na na 28.97 28.96 0.3 0.3 96 96 7.0 7.0 All 24.0 8 13.13 na 28.99 0.3 96 7.0 Al2 24.0 8 13.29 na 29.16 0.3 96 7.0 A13 24.0 8 13.92 na 29.85 0.3 96 7.0 A14 24.0 8 16.98 na 32.96 0.3 96 7.0 36T 24.0 17.15 na A15 24.0 8 16.58 na 32.58 0.3 96 7.0 A16 24.0 8 15.63 na 31.62 0.3 96 7.0 A17 24.0 8 15.06 na 31.05 0.3 96 7.0 A18 24.0 8 14.79 na 30.76 0.3 96 7.0 A19 24.0 8 14.7 na 30.68 0.3 96 7.0 A20 24.0 8 14.7 na 30.67 0.3 96 7.0 A21 24.0 8 14.68 na 30.65 0.3 96 7.0 181 24.0 16.02 na 19T 24.0 16.02 na 20T 24.0 16.01 na 211 24.0 16.01 na 22T 24.0 15.97 na 231 24.0 16.18 na 24T 24.0 16.16 na 251 24.0 16.11 na 24.0 16.03 na 261 27T 24.0 14.98 na 281 24.0 14.05 na 29T 24.0 14.81 na 8 23.0 16.67 na 9 23.0 16.67 na 10 23.0 16.68 na 11 23.0 16.69 na 12 23.0 16.71 na 13 14 23.0 23.0 16.75 16.76 na na 15 23.0 16.76 na 16 23.0 16.75 na 18 23.0 16.44 na 23.0 16.43 na 19 20 23.0 16.43 na I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Page 5 Zest Anchors - Phase II Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 21 23.0 16.43 na 22 23.0 16.39 na 23 23.0 16.38 na 24 23.0 16.35 na 25 23.0 16.29 na 26 23.0 16.18 na 27 23.0 16.01 na 28 23.0 15.63 na 30 23.0 18.5 na 31 23.0 18.51 na 32 23.0 18.58 na 33 23.0 18.71 na 34 23.0 18.95 na 35 23.0 19.65 na 36 23.0 21.01 na MZN 23.0 27.89 na TR 23.0 39.23 na RK1 9.0 5.6 17.89 na 23.68 1.0 1 15.0 RK2 9.0 5.6 17.91 na 23.7 1.0 1 15.0 RK3 9.0 5.6 17.98 na 23.74 1.0 1 15.0 RK4 9.0 5.6 18.16 na 23.86 1.0 1 15.0 RK5 9.0 5.6 18.47 na 24.07 1.0 1 15.0 RK6 9.0 5.6 18.87 na 24.32 1.0 1 15.0 RK7 9.0 5.6 19.54 na 24.75 1.0 1 15.0 RK8 15.0 5.6 16.33 na 22.63 1.0 1 15.0 RK9 15.0 5.6 16.34 na 22.64 1.0 1 15.0 RK10 15.0 5.6 16.41 na 22.69 1.0 1 15.0 RK11 15.0 5.6 16.58 na 22.8 1.0 1 15.0 RK12 15.0 5.6 16.87 na 23.0 1.0 1 15.0 RK13 15.0 5.6 17.23 na 23.24 1.0 1 15.0 RK14 15.0 5.6 17.84 na 23.66 1.0 1 15.0 LT 15.0 5.6 20.89 na 25.6 1.0 1 15.0 UT 15.0 21.48 na FM5 15.0 34.98 na RR 22.0 39.12 na BAL 2.0 54.71 na BR 0.5 55.99 na 100.0 Dl -4.0 66.31 na Bi -4.0 70.37 na B2 -4.0 78.02 na SRC 0.0 83.99 na 400.0 The maximum velocity is 31.27 and it occurs in the pipe between nodes BR and Dl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 6 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn Notes I 8T -10.15 2.157 2T 24.613 158.080 16.219 to 120.0 0.0 24.613 0.0 181 -10.15 -0.0011 0.0 182.693 -0.202 Vel = 0.89 I 0.0 -10.15 16.017 KFactor= -2.54 9T -10.20 2.157 2T 24.613 158.080 16.221 120.0 0.0 24.613 0.0 I to 191 -10.2 -0.0011 0.0 182.693 -0.205 Vel = 0.90 0.0 -10.20 16.016 K Factor = -2.55 lOT -9.62 2.157 2T 24.613 190.080 16.229 to 120.0 0.0 24.613 0.0 201 -9.62 -0.0010 0.0 214.693 -0.216 Vel = 0.84 0.0 I -9.62 16.013 K Factor = -2.40 liT -9.98 2.157 21 24.613 190.080 16.241 120.0 0.0 24.613 0.0 I to 211 -9.98 -0.0011 0.0 214.693 -0.231 Vel = 0.88 0.0 -9.98 16.010 K Factor = -2.49 I 121 -10.32 2.157 2T 24.613 230.080 16.263 to 120.0 0.0 24.613 0.0 22T -10.32 -0.0011 0.0 254.693 -0.291 Vel = 0.91 0.0 I -10.32 15.972 K Factor = -2.58 13T 24.41 2.157 21 24.613 168.670 16.387 I to 301 24.41 120.0 0.0056 2E 12.307 0.0 36.920 205.590 0.0 1.155 Vel = 2.14 30T -69.73 2.157 1 12.307 64.750 17.542 to 120.0 0.0 12.307 0.0 231 -45.32 -0.0176 0.0 77.057 -1.360 Vel = 3.98 I 0.0 -45.32 16.182 K Factor = -11.27 141 25.13 2.157 2T 24.613 167.000 16.401 I to 120.0 0.0 24.613 0.0 311 25.13 0.0059 0.0 191.613 1.137 Vel = 2.21 31T -71.30 2.157 1 12.307 63.080 17.538 I to 120.0 0.0 12.307 0.0 241 -46.17 -0.0183 0.0 75.387 -1.378 Vel = 4.05 0.0 -46.17 16.160 K Factor = -1 1.49 I 151 25.52 2.157 21 24.613 167.000 16.404 to 120.0 0.0 24.613 0.0 321 25.52 0.0061 0.0 191,613 1.169 Vel = 2.24 I 321 -73.20 2.157 T 12.307 63.080 17.573 to 120.0 0.0 12.307 0.0 251 -47.68 -0.0194 0.0 75.387 -1.462 Vel = 4.19 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 0.0 -47.68 16.111 K Factor = -11.88 16T 26.51 2.157 2T 24.613 167.000 16.400 I to 120.0 0.0 24.613 0.0 331 26.51 0.0065 0.0 191.613 1.254 Vel = 2.33 33T -76.96 2.157 T 12.307 63.080 17.654 120.0 0.0 12.307 0.0 I to 261 -50.45 -0.0215 0.0 75.387 -1.623 Vel = 4.43 0.0 -50.45 16.031 K Factor = -12.60 I 17T -51.30 2.157 2T 24.613 150.830 15.982 to 120.0 0.0 24.613 0.0 Al -51.3 -0.0222 0.0 175.443 -3.896 Vel = 4.50 Al 87.61 2.157 0.0 14.000 12.086 K Factor 25.20 I to 120.0 0.0 0.0 0.0 A2 36.31 0.0117 0.0 14.000 0.164 Vel = 3.19 I A2 to 88.20 2.157 120.0 1 12.307 0.0 2.170 12.307 12.250 0.0 K Factor = 25.20 341 124.51 0.1145 0.0 14.477 1.658 Vel= 10.93 341 -226.55 2.157 0.0 11.830 13.908 120.0 0.0 0.0 0.0 I to A3 -102.04 -0.0792 0.0 11.830 -0.937 Vel = 8.96 A3 90.75 2.157 0.0 7.830 12.971 K Factor = 25.20 120.0 0.0 0.0 0.0 I to A4 -11.29 -0.0014 0.0 7.830 -0.011 Vel = 0.99 A4 28.80 2.157 0.0 8.000 12.960 K Factor =8.00 to 120.0 0.0 0.0 0.0 I A5 17.51 0.0030 0.0 8.000 0.024 Vel = 1.54 A5 28.83 2.157 0.0 6.000 12.984 K Factor =8.00 to 120.0 0.0 0.0 0.0 A6 46.34 0.0185 0.0 6.000 0.111 Vel = 4.07 I A6 28.95 2.157 1 12.307 29.330 13.095 K Factor =8.00 to 120.0 0.0 12.307 0.0 271 75.29 0.0452 0.0 41.637 1.880 Vel = 6.61 I 0.0 75.29 14.975 K Factor 19.46 A7 93.35 2.157 1 12.307 2.170 13.722 K Factor 25.20 120.0 0.0 12.307 0.0 I to 351 93.35 0.0672 0.0 14.477 0.973 Vel = 8.20 351 -224.18 2.157 0.0 11.830 14.695 I to A8 -130.83 120.0 -0.1255 0.0 0.0 0.0 11.830 0.0 -1.485 Vel = 11.49 A8 91.59 2.157 0.0 7.170 13.210 K Factor = 25.20 to 120.0 0.0 0.0 0.0 A9 -39.24 -0.0135 0.0 7.170 -0.097 Vel = 3.45 I A9 28.97 2.157 0.0 8.000 13.113 K Factor 8.00 to 120.0 0.0 0.0 0.0 A10 -10.27 -0.0011 0.0 8.000 -0.009 Vel = 0.90 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt 'C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I A10 28.96 2.157 0.0 8.000 13.104 K Factor = 8.00 to 120.0 0.0 0.0 0.0 All 18.69 0.0035 0.0 8.000 0.028 Vel = 1.64 All 28.99 2.157 0.0 8.000 13.132 K Factor =8.00 to 120.0 0.0 0.0 0.0 Al2 47.68 0.0194 0.0 8.000 0.155 Vel = 4.19 Al2 29.16 2.157 T 12.307 4.000 13.287 K Factor =8.00 I to 120.0 0.0 12.307 0.0 28T 76.84 0.0469 0.0 16.307 0.765 Vel = 6.75 0.0 I 76.84 14.052 K Factor = 20.50 A13 29.85 2.157 T 12.307 4.000 13.919 K Factor = 8.00 to 120.0 0.0 12.307 0.0 I 28T 29.85 0.0082 0.0 16.307 0.133 Vel = 2.62 0.0 29.85 14.052 K Factor = 7.96 A14 32.96 2.157 T 12.307 4.920 16.977 K Factor = 8.00 I to 120.0 0.0 12.307 0.0 36T 32.96 0.0098 0.0 17.227 0.168 Vel = 2.89 I 36T to -193.05 2.157 120.0 0.0 0.0 3.080 0.0 17.145 0.0 A15 -160.09 -0.1821 0.0 3.080 -0.561 Vel = 14.06 A15 32.57 2.157 0.0 8.000 16.584 K Factor =8.00 to 120.0 0.0 0.0 0.0 I A16 -127.52- -0.1198 0.0 8.000 -0.958 Vel = 11.20 A16 31.63 2.157 0.0 8.000 15.626 K Factor 8.00 I to A17 -95.89 120.0 -0.0706 0.0 0.0 0.0 8.000 0.0 -0.565 Vel = 8.42 A17 31.04 2.157 0.0 8.000 15.061 K Factor 8.00 to 120.0 0.0 0.0 0.0 A18 -64.85 -0.0342 0.0 8.000 -0.274 Vel = 5.69 I A18 30.77 2.157 0.0 8.000 14.787 K Factor = 8.00 to 120.0 0.0 0.0 0.0 A19 -34.08 -0.0104 0.0 8.000 -0.083 Vel = 2.99 I A19 30.67 2.157 0.0 8.000 14.704 K Factor = 8.00 to 120.0 0.0 0.0 0.0 A20 -3.41 -0.0002 0.0 8.000 -0.002 Vel = 0.30 I A20 30.68 2.157 T 12.307 4.000 14.702 K Factor = 8.00 to 120.0 0.0 12.307 0.0 29T 27.27 0.0069 0.0 16.307 0.113 Vel = 2.39 0.0 I 27.27 14.815 K Factor = 7.08 A21 30.65 2.157 T 12.307 4.000 14.675 K Factor 8.00 to 120.0 0.0 12.307 0.0 29T 30.65 0.0086 0.0 16.307 0.140 Vel = 2.69 0.0 30.65 14.815 K Factor = 7.96 I IComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt 'C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 81 10.15 2.157 T 12.307 1.000 16.219 to 120.0 0.0 12.307 0.433 8 10.15 0.0011 0.0 13.307 0.015 Vet = 0.89 I 0.0 10.15 16.667 K Factor = 2.49 9T 10.20 2.157 1 12.307 1.000 16.221 120.0 0.0 12.307 0.433 I to 9 10.2 0.0011 0.0 13.307 0.015 Vet = 0.90 0.0 10.20 16.669 K Factor = 2.50 I lOT 9.62 2.157 1 12.307 1.000 16.229 to 120.0 0.0 12.307 0.433 10 9.62 0.0010 0.0 13.307 0.013 Vet = 0.84 I 0.0 9.62 16.675 K Factor= 2.36 liT 9.98 2.157 T 12.307 1.000 16.241 120.0 0.0 12.307 0.433 I to 11 9.98 0.0011 0.0 13.307 0.014 Vet = 0.88 0.0 9.98 16.688 K Factor = 2.44 I 121 10.32 2.157 T 12.307 1.000 16.263 to 120.0 0.0 12.307 0.433 12 10.32 0.0011 0.0 13.307 0.015 Vet = 0.91 0.0 I 10.32 16.711 K Factor = 2.52 131 -24.41 2.157 1 12.307 1.000 16.387 I 13 to 120.0 -24.41 -0.0056 0.0 0.0 12.307 13.307 0.433 -0.075 Vet = 2.14 0.0 -24.41 16.745 K Factor= -5.97 I 14T -25.13 2.157 T 12.307 1.000 16.401 to 120.0 0.0 12.307 0.433 14 -25.13 -0.0059 0.0 13.307 -0.079 Vet = 2.21 0.0 I -25.13 16.755 K Factor= -6.14 151 -25.52 2.157 T 12.307 1.000 16.404 to 120.0 0.0 12.307 0.433 I 15 -25.52 -0.0062 0.0 13.307 -0.082 Vet = 2.24 0.0 -25.52 16.755 K Factor= -6.23 16T -26.51 2.157 T 12.307 1.000 16.400 I to 120.0 0.0 12.307 0.433 16 -26.51 -0.0065 0.0 13.307 -0.087 Vet = 2.33 0.0 I -26.51 16.746 K Factor= -6.48 17T 51.30 2.157 1 12.307 1.000 15.982 to 120.0 0.0 12.307 10.394 17 51.3 0.0222 0.0 13.307 0.296 Vet = 4.50 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes I 0.0 51.30 26.672 K Factor = 9.93 I 18T to -10.15 2.157 120.0 T 12.307 0.0 1.000 12.307 16.017 0.433 18 -10.15 -0.0011 0.0 13.307 -0.015 Vel = 0.89 0.0 -10.15 16.435 KFactor= -2.50 I 19T -10.20 2.157 T 12.307 1.000 16.016 to 120.0 0.0 12.307 0.433 19 -10.2 -0.0011 0.0 13.307 -0.014 Vel = 0.90 I 0.0 -10.20 16.435 K Factor = -2.52 20T -9.62 2.157 T 12.307 1.000 16.013 I to 120.0 0.0 12.307 0.433 20 -9.62 -0.0010 0.0 13.307 -0.013 Vel = 0.84 0.0 -9.62 16.433 K Factor = -2.37 I 211 -9.98 2.157 T 12.307 1.000 16.010 to 120.0 0.0 12.307 0.433 21 -9.98 -0.0011 0.0 13.307 -0.014 Vel = 0.88 I 0.0 -9.98 16.429 K Factor = -2.46 22T -10.32 2.157 T 12.307 1.000 15.972 I to 120.0 0.0 12.307 0.433 22 -10.32 -0.0011 0.0 13.307 -0.015 Vel = 0.91 0.0 ' -10.32 16.390 K Factor = -2.55 231 -45.32 2.157 1 12.307 1.000 16.182 to 120.0 0.0 12.307 0.433 23 -45.32 -0.0177 0.0 13.307 -0.235 Vel = 3.98 I 0.0 -45.32 16.380 K Factor = -11.20 24T -46.17 2.157 T 12.307 1.000 16.160 to 120.0 0.0 12.307 0.433 I 24 -46.17 -0.0183 0.0 13.307 -0.244 Vel = 4.05 0.0 -46.17 16.349 K Factor -11.42 I 25T -47.68 2.157 1 12.307 1.000 16.111 to 120.0 0.0 12.307 0.433 25 -47.68 -0.0194 0.0 13.307 -0.258 Vel = 4.19 I 0.0 -47.68 16.286 K Factor -11.81 261 -50.45 2.157 1 12.307 1.000 16.031 to 120.0 0.0 12.307 0.433 I 26 -50.45 -0.0216 0.0 13.307 -0.287 Vel = 4.43 0.0 -50.45 16.177 K Factor = -12.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt '.C00 0r Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 27T 75.29 2.157 T 12.307 1.000 14.975 to 120.0 0.0 12.307 0.433 27 75.29 0.0452 0.0 13.307 0.601 Vel = 6.61 I 0.0 75.29 16.009 K Factor= 18.82 28T 106.69 2.157 T 12.307 1.000 14.052 120.0 0.0 12.307 0.433 I to 28 106.69 0.0860 0.0 13.307 1.145 Vel = 9.37 0.0 106.69 15.630 K Factor= 26.99 I 29T 57.92 2.157 T 12.307 1.000 14.815 to 120.0 0.0 12.307 10.394 29 57.92 0.0278 0.0 13.307 0.370 Vel = 5.09 I 0.0 57.92 25.579 K Factor= 11.45 30T 69.72 2.157 T 12.307 1.000 17.542 120.0 0.0 12.307 0.433 I to 30 69.72 0.0392 0.0 13.307 0.522 Vel = 6.12 0.0 69.72 18.497 K Factor = 16.21 I 31T 71.30 2.157 T 12.307 1.000 17.538 to 120.0 0.0 12.307 0.433 31 71.3 0.0408 0.0 13.307 0.543 Vel = 6.26 I 0.0 71.30 18.514 KFactor= 16.57 32T 73.21 2.157 T 12.307 1.000 17.573 120.0 0.0 12.307 0.433 I to 32 73.21 0.0429 0.0 13.307 0.571 Vel = 6.43 0.0 73.21 18.577 KFactor= 16.99 I 33T 76.96 2.157 T 12.307 1.000 17.654 to 120.0 0.0 12.307 0.433 33 76.96 0.0470 0.0 13.307 0.626 Vel = 6.76 0.0 I 76.96 18.713 KFactor= 17.79 34T 226.55 2.157 T 12.307 1.000 13.908 120.0 0.0 12.307 0.433 I to 34 226.55 0.3467 0.0 13.307 4.613 Vel = 19.89 0.0 226.55 18.954 K Factor= 52.04 I 35T 224.18 2.157 T 12.307 1.000 14.695 to 120.0 0.0 12.307 0.433 35 224.18 0.3400 0.0 13.307 4.524 Vel = 19.68 0.0 I 224.18 19.652 K Factor= 50.57 36T 193.06 2.157 T 12.307 1.000 17.145 I to 36 193.06 120.0 0.2578 0.0 0.0 12.307 13.307 0.433 3.431 Vel = 16.95 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes 1 0.0 193.06 21.009 KFactor= 42.12 I 8 to 10.15 3.26 120.0 0.0 0.0 12.000 0.0 16.667 0.0 9 10.15 0.0002 0.0 12.000 0.002 Vel = 0.39 9 10.20 3.26 0.0 12.000 16.669 120.0 0.0 0.0 0.0 I to 10 20.35 0.0005 0.0 12.000 0.006 Vel = 0.78 10 9.62 3.26 0.0 12.000 16.675 t0 120.0 0.0 0.0 0.0 I 11 29.97 0.0011 0.0 12.000 0.013 Vel = 1.15 11 9.98 3.26 0.0 12.000 16.688 to 120.0 0.0 0.0 0.0 12 39.95 0.0019 0.0 12.000 0.023 Vel = 1.54 I 12 10.32 3.26 0.0 12.000 16.711 to 120.0 0.0 0.0 0.0 13 50.27 0.0028 0.0 12.000 0.034 Vel = 1.93 I 13 -24.41 3.26 0.0 12.000 16.745 to 120.0 0.0 0.0 0.0 14 25.86 0.0008 0.0 12.000 0.010 Vel = 0.99 I 14 -25.13 3.26 0.0 12.000 16.755 to 120.0 0.0 0.0 0.0 15 0.73 0.0 0.0 12.000 0.0 Vel = 0.03 15 -25.52 3.26 0.0 12.000 16.755 I to 120.0 0.0 0.0 0.0 16 -24.79 -0.0007 0.0 12.000 -0.009 Vel = 0.95 16 -26.51 3.26 0.0 12.000 16.746 I to 120.0 0.0 0.0 9.961 17 -51.3 -0.0029 0.0 12.000 -0.035 Vel = 1.97 0.0 -51.30 26.672 K Factor = -9.93 I 18 -10.15 4.26 0.0 12.000 16.435 to 120.0 0.0 0.0 0.0 19 -10.15 0.0 0.0 12.000 0.0 Vel = 0.23 I 19 -10.20 4.26 0.0 12.000 16.435 to 120.0 0.0 0.0 0.0 20 -20.35 -0.0002 0.0 12.000 -0.002 Vel = 0.46 I 20 -9.62 4.26 0.0 12.000 16.433 to 120.0 0.0 0.0 0.0 21 -29.97 -0.0003 0.0 12.000 -0.004 Vel = 0.67 21 -9.98 4.26 2E 26.334 52.000 16.429 I to 120.0 0.0 26.334 0.0 22 -39.95 -0.0005 0.0 78.334 -0.039 Vel = 0.90 22 -10.32 4.26 0.0 12.000 16.390 I to 120.0 0.0 0.0 0.0 23 -50.27 -0.0008 0.0 12.000 -0.010 Vel = 1.13 23 -45.32 4.26 0.0 12.000 16.380 to 120.0 0.0 0.0 0.0 I 24 -95.59 -0.0026 0.0 12.000 -0.031 Vel = 2.15 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 13 I Zest Anchors - Phase It Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes I 24 -46.17 4.26 0.0 12.000 16.349 to 120.0 0.0 0.0 0.0 25 -141.76 -0.0052 0.0 12.000 -0.063 Vet = 3.19 25 -47.68 4.26 0.0 12.000 16.286 to 120.0 0.0 0.0 0.0 26 -189.44 -0.0091 0.0 12.000 -0.109 Vet = 4.26 26 -50.46 4.26 0.0 12.000 16.177 I to 120.0 0.0 0.0 0.0 27 -239.9 -0.0140 0.0 12.000 -0.168 Vet = 5.40 27 75.30 4.26 2E 26.334 28.000 16.009 to I 120.0 0.0 26.334 0.0 28 -164.6 -0.0070 0.0 54.334 -0.379 Vet = 3.71 28 106.68 4.26 0.0 12.000 15.630 to ' 29 120.0 0.0 0.0 9.961 -57.92 -0.0010 0.0 12.000 -0.012 Vel = 1.30 0.0 -57.92 25.579 K Factor = -11.45 30 I 69.72 4.26 0.0 12.000 18.497 to 120.0 0.0 0.0 0.0 31 69.72 0.0014 0.0 12.000 0.017 Vet = 1.57 I 31 71.31 4.26 0.0 12.000 18.514 to 120.0 0.0 0.0 0.0 32 141.03 0.0052 0.0 12.000 0.063 Vet = 3.17 32 73.20 4.26 0.0 12.000 18.577 to I 120.0 0.0 0.0 0.0 33 214.23 0.0113 0.0 12.000 0.136 Vet = 4.82 I 33 to 76.96 4.26 120.0 0.0 0.0 12.000 0.0 18.713 0.0 34 291.19 0.0201 0.0 12.000 0.241 Vet = 6.55 34 226.56 4.26 0.0 12.000 18.954 120.0 0.0 0.0 0.0 I to 35 517.75 0.0582 0.0 12.000 0.698 Vet = 11.65 35 224.17 4.26 0.0 12.000 19.652 I to 36 741.92 120.0 0.1131 0.0 0.0 0.0 12.000 0.0 1.357 Vet = 16.70 36 193.06 4.26 E 13.167 26.500 21.009 to 120.0 0.0 13.167 0.0 MZN 934.98 0.1735 0.0 39.667 6.884 Vet = 21.05 I MZN 0.0 4.26 E 13.167 52.170 27.893 to 120.0 0.0 13.167 0.0 TR 934.98 0.1735 0.0 65.337 11.339 Vet = 21.05 TR I 0.0 4.26 B 15.8 21.000 39.232 to 120.0 0.0 15.800 9.095 BAL 934.98 0.1736 0.0 36.800 6.387 Vet = 21.05 I 0.0 934.98 54.714 K Factor = 126.40 RK1 23.68 2.157 0.0 3.750 17.885 K Factor = 5.60 to 120.0 0.0 0.0 0.0 RK2 I 23.68 0.0053 0.0 3.750 0.020 Vet = 2.08 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 14 ' Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt I.C1,or Pf/Ft Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes I RK2 23.70 2.157 0.0 3.750 17.905 K Factor = 5.60 to 120.0 0.0 0.0 0.0 RK3 47.38 0.0192 0.0 3.750 0.072 Vel = 4.16 RK3 23.74 2.157 0.0 4.500 17.977 K Factor = 5.60 to 120.0 0.0 0.0 0.0 RK4 71.12 0.0407 0.0 4.500 0.183 Vel = 6.24 RK4 23.87 2.157 0.0 4.500 18.160 K Factor = 5.60 I to 120.0 0.0 0.0 0.0 RKS 94.99 0.0693 0.0 4.500 0.312 Vel = 8.34 RK5 24.07 2.157 0.0 3.750 18.472 K Factor = 5.60 I to 120.0 0.0 0.0 0.0 RK6 119.06 0.1056 0.0 3.750 0.396 Vel = 10.45 RK6 24.32 2.157 0.0 4.500 18.868 K Factor = 5.60 120.0 0.0 0.0 0.0 I to RK7 143.38 0.1487 0.0 4.500 0.669 Vel = 12.59 RK7 24.75 2.157 T 12.307 7.500 19.537 K Factor = 5.60 120.0 0.0 12.307 -2.599 I to LT 168.13 0.1996 0.0 19.807 3.954 VeI= 14.76 0.0 168.13 20.892 KFactor= 36.78 I RK8 22.63 2.157 0.0 3.750 16.327 K Factor 5.60 to 120.0 0.0 0.0 0.0 RK9 22.63 0.0048 0.0 3.750 0.018 Vel = 1.99 RK9 22.64 2.157 0.0 3.750 16.345 K Factor 5.60 I to 120.0 0.0 0.0 0.0 RK10 45.27 0.0176 0.0 3.750 0.066 Vel = 3.97 I RK10 to 22.68 2.157 120.0 0.0 0.0 4.500 0.0 16.411 0.0 K Factor 5.60 RK11 67.95 0.0373 0.0 4.500 0.168 Vel = 5.97 RK11 22.81 2.157 0.0 4.500 16.579 K Factor= 5.60 to 120.0 0.0 0.0 0.0 I RK12 90.76 0.0638 0.0 4.500 0.287 Vel = 7.97 RK12 22.99 2.157 0.0 3.750 16.866 K Factor = 5.60 I to RK13 113.75 120.0 0.0971 0.0 0.0 0.0 3.750 0.0 0.364 Vel = 9.99 RK13 23.25 2.157 0.0 4.500 17.230 K Factor =5.60 to 120.0 0.0 0.0 0.0 RK14 I RK14 137.0 0.1367 0.0 4.500 0.615 Vel = 12.03 23.66 2.157 T 12.307 7.500 17.845 K Factor = 5.60 to 120.0 0.0 12.307 0.0 UT 160.66 0.1835 0.0 19.807 3.635 Vel = 14.11 I 0.0 160.66 21.480 K Factor = 34.66 LT 193.73 2.635 0.0 6.000 20.892 K Factor = 5.60 to I 120.0 0.0 0.0 0.0 UT 193.73 0.0980 0.0 6.000 0.588 Vel = 11.40 UT 160.65 2.635 2E 16.474 12.170 21.480 to 120.0 T 16.474 32.948 0.0 FM5 354.38 0.2992 0.0 45.118 13.500 Vel = 20.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 15 ' Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I FM5 0.0 3.26 2E 18.815 48.750 34.980 to 120.0 0.0 18.815 -3.032 RR 354.38 0.1061 0.0 67.565 7.170 Vet = 13.62 RR 0.0 3.26 B 13.44 22.330 39.118 to 120.0 E 9.408 43.007 8.662 BAL 354.38 0.1061 T 20.159 65.337 6.934 Vet = 13.62 BAL 934.98 4.26 0.0 2.000 54.714 I to 120.0 0.0 0.0 0.650 BR 1289.36 0.3140 0.0 2.000 0.628 Vel = 29.02 I BR to 100.00 4.26 120.0 E 13.167 0.0 10.000 13.167 55.992 1.949 Qa = 100 Dl 1389.36 0.3611 0.0 23.167 8.366 Vet = 31.27 Dl 0.0 5.86 E 15.749 55.000 66.307 140.0 0.0 15.749 0.0 I to Bi 1389.36 0.0575 0.0 70.749 4.065 Vet = 16.53 Bi 0.0 6.16 T 43.037 20.000 70.372 140.0 2E 40.168 83.205 3.000 * * Fixed Loss = 3 I to B2 1389.36 0.0451 0.0 103.205 4.650 Vet = 14.96 B2 0.0 5.86 G 3.834 110.000 78.022 to 150.0 T 38.342 42.176 -1.732 I SRC 1389.36 0.0506 0.0 152.176 7.696 Vet = 16.53 400.00 Qa = 400.00 1789.36 83.986 K Factor = 195.25 I I I I I I 1 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I I I I I I I - - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Your Street Address 2 Poway, CA 92064 858-513-4949 Job Name : Zest Anchors - Phase II Building Location : 2875 Loker Ave East System : Area 613 Contract : TIC-1 524 Data File : Zest Anchors Area 6B.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I I I I I I I I I I Western Fire Protection Inc Page Zest Anchors - Phase II Date I Project name: Zest Anchors -Phase II I Location: 2875 Loker Ave East Drawing no: Date: HYDRAULIC CALCULATIONS for U Design Remote area number: Area 6B Remote area location: Warehouse 157 Occupancy classification: F-1/S-1 I Density: .45 - GpmlSqFt Area of application: 2000 - SqFt Coverage per sprinkler: 168 - SqFt I Type of sprinklers calculated: 25.2K No. of sprinklers calculated: 15 In-rack demand: N/A - GPM Hose streams: 500 - GPM I Total water required (including hose streams): 1730.866 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 8-22-16 Location: Hydrant Directly Adjacent to Site Source: Mission Consulting Services @ 78.699-Psi Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / Your Street Address 2 / Poway, CA 9206 Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I City Water Supply: Cl - Static Pressure : 104.4 C2 - Residual Pressure: 93.6 C2 - Residual Flow : 8000 Demand: Dl - Elevation : 10.394 D2 - System Flow : 1230.87 D2 - System Pressure : 78.699 Hose ( Demand) : 500 D3 - System Demand :1730.87 Safety Margin : 25.065 - - - - - - - - - - - - - - - - - Water Supply Curve C Western Fire Protection Inc Page 2 Zest Anchors - Phase II Date 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 10002000 3000 4000 5000 6000 7000 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - M - - M - - M - M - - - - - - - Fittings Used Summary Western Fire Protection Inc Page 3 Zest Anchors - Phase II Date Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2Y2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 T NFPA 1390FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 I Pressure I Flow Summary - STANDARD Western Fire Protection Inc Zest Anchors - Phase II Page 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. I No. 8T 24.0 17.52 na 9T 24.0 17.5 na lOT 24.0 17.38 na I liT 24.0 17.21 na 12T 24.0 16.9 na 13T 24.0 15.59 na El 24.0 25.2 9.0 na 75.6 0.45 168 7.0 E2 24.0 25.2 9.0 na 75.6 0.45 168 7.0 I E3 24.0 25.2 9.66 na 78.31 0.45 168 7.0 E4 24.0 25.2 12.06 na 87.53 0.45 168 7.0 30T 24.0 17.76 na 14T 24.0 15.35 na I ES 24.0 25.2 9.13 na 76.13 0.45 168 7.0 E6 24.0 25.2 9.13 na 76.13 0.45 168 7.0 E7 24.0 25.2 9.77 na 78.79 0.45 168 7.0 I E8 24.0 31T 24.0 25.2 12.18 17.89 na na 87.95 0.45 168 7.0 15T 24.0 15.31 na E9 24.0 25.2 9.21 na 76.48 0.45 168 7.0 E10 24.0 25.2 9.21 na 76.48 0.45 168 7.0 Eli 24.0 25.2 9.88 na 79.22 0.45 168 7.0 I E12 24.0 25.2 12.34 na 88.54 0.45 168 7.0 32T 24.0 18.17 na 16T 24.0 15.63 na E13 24.0 25.2 12.47 na 88.98 0.45 168 7.0 I E14 24.0 25.2 12.65 na 89.64 0.45 168 7.0 E15 24.0 25.2 14.36 na 95.49 0.45 168 7.0 33T 24.0 19.28 na 17T 24.0 16.39 na 34T 24.0 22.58 na U 35T 24.0 24.31 na 36T 24.0 25.35 na 123T 24.0 16.42 na 181 24.0 20.44 na I 19T 24.0 20.45 na 20T 24.0 20.49 na 21T 24.0 20.53 na 22T 24.0 21.09 na 23T 24.0 20.91 na I 24T 24.0 21.11 na 25T 24.0 21.45 na 261 24.0 22.04 na 271 24.0 23.09 na I 281 24.0 26.09 na 29T 24.0 26.97 na 8 23.0 17.74 na 9 23.0 17.72 na I 10 23.0 17.62 na 11 23.0 17.43 na 12 23.0 17.11 na 123 23.0 16.85 na 13 23.0 16.61 na I 14 23.0 16.39 na 15 23.0 16.34 na 16 23.0 16.34 na I 167 23.0 18 23.0 16.37 21.09 na na 19 23.0 21.1 na 20 23.0 21.12 na 21 23.0 21.17 na 22 23.0 21.75 na I 23 23.0 21.88 na I IComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Zest Anchors - Phase II Node Elevation K-Fact Pt Pn Flow No. Actual Actual 1 24 23.0 22.11 na 25 23.0 22.46 na I 26 27 23.0 23.0 22.96 23.61 na na 28 23.0 26.85 na 29 23.0 27.71 na 30 23.0 20.95 na 31 23.0 21.04 na I 32 23.0 21.36 na 33 23.0 22.05 na 34 23.0 23.17 na 35 23.0 24.41 na I 36 23.0 25.48 na MZN 23.0 26.67 na TR 23.0 31.66 na BAL 2.0 51.37 na BR 0.5 52.6 na 100.0 I Dl -4.0 62.28 na Bi -4.0 66.03 na B2 -4.0 73.32 na I SRC 0.0 78.7 na 400.0 The maximum velocity is 29.96 and it occurs in the pipe between nodes BR and Dl I I I I I U I I I - Page 5 Date Density Area Press Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 6 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftngs Total Pe Pv Pf Pn Notes I 8T 42.95 2.157 2T 24.613 158.080 17.522 to 120.0 0.0 24.613 0.0 181 42.95 0.0160 0.0 182.693 2.921 Vel = 3.77 I 0.0 42.95 20.443 K Factor = 9.50 9T 43.17 2.157 2T 24.613 158.080 17.499 120.0 0.0 24.613 0.0 I to 191 43.17 0.0161 0.0 182.693 2.949 Vel = 3.79 0.0 43.17 20.448 K Factor = 9.55 lOT I 40.73 2.157 2T 24.613 190.080 17.384 to 120.0 0.0 24.613 0.0 201 40.73 0.0145 0.0 214.693 3.111 Vel = 3.58 I 0.0 40.73 20.495 K Factor= 9.00 liT 42.23 2.157 2T 24.613 190.080 17.207 120.0 0.0 24.613 0.0 I to 211 42.23 0.0155 0.0 214.693 3.326 Vel = 3.71 0.0 42.23 20.533 K Factor = 9.32 1 121 43.67 2.157 21 24.613 230.080 16.896 to 120.0 0.0 24.613 0.0 22T 43.67 0.0165 0.0 254.693 4.199 Vel = 3.83 0.0 I 43.67 - 21.095 K Factor = 9.51 131 -74.39 2.157 T 12.307 124.670 15.593 I to El -74.39 120.0 -0.0442 2E 12.307 0.0 24.614 149.284 0.0 -6.593 Vel = 6.53 El 75.60 2.157 0.0 14.000 9.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E2 1.21 0.0 0.0 14.000 0.0 Vel 0.11 I E2 75.60 2.157 0.0 14.000 9.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E3 76.81 0.0469 0.0 14.000 0.656 Vel = 6.74 E3 I 78.31 2.157 0.0 14.000 9.656 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E4 155.12 0.1720 0.0 14.000 2.408 VeI= 13.62 I E4 87.53 2.157 1 12.307 2.170 12.064 K Factor 25.20 to 120.0 0.0 12.307 0.0 301 242.65 0.3936 0.0 14.477 5.698 Vel = 21.30 301 -171.39 2.157 1 12.307 64.750 17.762 to I 120.0 0.0 12.307 0.0 231 71.26 0.0408 0.0 77.057 3.144 Vel = 6.26 0.0 I 71.26 20.906 K Factor = 15.59 141 -76.01 2.157 1 12.307 123.000 15.346 to 120.0 0.0 12.307 0.0 E5 -76.01 -0.0460 0.0 135.307 -6.218 Vel = 6.67 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C. Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I E5 76.14 2.157 0.0 14.000 9.128 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E6 0.13 0.0 0.0 14.000 0.0 Vel = 0.01 E6 76.13 2.157 0.0 14.000 9.128 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E7 76.26 0.0462 0.0 14.000 0.647 Vel = 6.70 E7 78.79 2.157 0.0 14.000 9.775 K Factor 25.20 I to 120.0 0.0 0.0 0.0 E8 155.05 0.1719 0.0 14.000 2.406 Vel = 13.61 E8 87.95 2.157 T 12.307 2.170 12.181 K Factor = 25.20 I to 120.0 0.0 12.307 0.0 31T 243.0 0.3946 0.0 14.477 5.713 Vel = 21.34 31T -169.99 2.157 T 12.307 63.080 17.894 I to 120.0 0.0 12.307 0.0 24T 73.01 0.0427 0.0 75.387 3.216 Vel = 6.41 0.0 73.01 21.110 KFactor= 15.89 I 15T -75.20 2.157 T 12.307 123.000 15.307 to 120.0 0.0 12.307 0.0 E9 -75.2 -0.0451 0.0 135.307 -6.097 Vel = 6.60 I E9 76.48 2.157 0.0 14.000 9.210 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E10 1.28 0.0001 0.0 14.000 0.001 Vel = 0.11 E10 76.48 2.157 0.0 14.000 9.211 K Factor 25.20 I to 120.0 0.0 0.0 0.0 Eli 77.76 0.0479 0.0 14.000 0.671 Vel = 6.83 I Eli to 79.22 2.157 120.0 0.0 0.0 14.000 0.0 9.882 0.0 K Factor = 25.20 E12 156.98 0.1759 0.0 14.000 2.462 Vel= 13.78 E12 88.54 2.157 T 12.307 2.170 12.344 K Factor 25.20 ' to 120.0 0.0 12.307 0.0 32T 245.52 0.4022 0.0 14.477 5.822 Vel = 21.56 32T -171.69 2.157 T 12.307 63.080 18.166 I to 25T 73.83 120.0 0.0436 0.0 0.0 12.307 75.387 0.0 3.284 Vel = 6.48 0.0 73.83 21.450 K Factor= 15.94 I 16T -49.99 2.157 T 12.307 137.000 15.628 to 120.0 0.0 12.307 0.0 E13 -49.99 -0.0212 0.0 149.307 -3.161 Vel = 4.39 E13 88.98 2.157 0.0 14.000 12.467 K Factor 25.20 I to 120.0 0.0 0.0 0.0 E14 38.99 0.0134 0.0 14.000 0.187 Vel = 3.42 I E14 to 89.65 2.157 120.0 0.0 0.0 14.000 0.0 12.654 0.0 K Factor = 25.20 E15 128.64 0.1217 0.0 14.000 1.704 VeI= 11.29 E15 95.48 2.157 T 12.307 2.170 14.358 K Factor 25.20 to 120.0 0.0 12.307 0.0 I 33T 224.12 0.3398 0.0 14.477 4.919 Vel = 19.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 33T -156.88 2.157 T 12.307 63.080 19.277 to 120.0 0.0 12.307 0.0 26T 67.24 0.0366 0.0 75.387 2.761 Vel = 5.90 1 0.0 67.24 22.038 K Factor = 14.32 17T 62.83 2.157 2T 24.613 167.000 16.391 120.0 0.0 24.613 0.0 I to 34T 62.83 0.0323 0.0 191.613 6.193 Vel = 5.52 34T -36.06 2.157 T 12.307 63.080 22.584 120.0 0.0 12.307 0.0 I to 27T 26.77 0.0067 0.0 75.387 0.503 Vel = 2.35 0.0 26.77 23.087 K Factor = 5.57 I 35T 54.47 2.157 2T 24.613 47.080 24.307 to 120.0 0.0 24.613 0.0 28T 54.47 0.0248 0.0 71.693 1.779 Vel = 4.78 0.0 I 54.47 26.086 K Factor = 10.66 36T 51.90 2.157 2T 24.613 47.080 25.346 I to 29T 51.9 120.0 0.0227 0.0 0.0 24.613 71.693 0.0 1.627 Vel = 4.56 0.0 51.90 26.973 K Factor = 9.99 l 8T -42.95 2.157 T 12.307 1.000 17.522 to 120.0 0.0 12.307 0.433 8 -42.95 -0.0159 0.0 13.307 -0.212 Vel = 3.77 0.0 I -42.95 17.743 K Factor = -10.20 91 -43.17 2.157 1 12.307 1.000 17.499 to 120.0 0.0 12.307 0.433 I 9 -43.17 -0.0162 0.0 13.307 -0.215 Vel = 3.79 0.0 -43.17 17.717 K Factor -10.26 I lOT -40.73 2.157 T 12.307 1.000 17.384 to 120.0 0.0 12.307 0.433 10 -40.73 -0.0145 0.0 13.307 -0.193 Vel = 3.58 0.0 I -40.73 17.624 KFactor= -9.70 liT -42.23 2.157 T 12.307 1.000 17.207 to 120.0 0.0 12.307 0.433 I ll -42.23 -0.0155 0.0 13.307 -0.206 Vel = 3.71 0.0 -42.23 17.434 K Factor -10.11 12T -43.67 2.157 T 12.307 1.000 16.896 I to 120.0 0.0 12.307 0.433 12 -43.67 -0.0165 0.0 13.307 -0.219 Vel = 3.83 I 0.0 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I -43.67 17.110 K Factor -10.56 123T 0.0 2.157 T 12.307 1.000 16.419 to 120.0 0.0 12.307 0.433 I 123 0.0 0.0 0.0 13.307 0.0 Vel = 0 0.0 0.0 16.852 K Factor = 0 13T 74.39 2.157 T 12.307 1.000 15.593 I to 120.0 0.0 12.307 0.433 13 74.39 0.0442 0.0 13.307 0.588 Vel = 6.53 I 0.0 74.39 16.614 K Factor= 18.25 14T 76.01 2.157 T 12.307 1.000 15.346 to 120.0 0.0 12.307 0.433 14 76.01 0.0460 0.0 13.307 0.612 Vel = 6.67 I 0.0 76.01 16.391 KFactor= 18.77 15T 75.20 2.157 T 12.307 1.000 15.307 I to 120.0 0.0 12.307 0.433 15 75.2 0.0451 0.0 13.307 0.600 Vel = 6.60 0.0 I 75.20 16.340 K Factor = 18.60 16T 49.99 2.157 T 12.307 1.000 15.628 to 120.0 0.0 12.307 0.433 16 49.99 0.0211 0.0 13.307 0.281 Vel = 4.39 I 0.0 49.99 16.342 K Factor= 12.37 17T -62.83 2.157 T 12.307 1.000 16.391 I to 120.0 0.0 12.307 10.394 17 -62.83 -0.0322 0.0 13.307 -0.429 Vel = 5.52 0.0 I -62.83 26.356 K Factor = -12.24 18T 42.95 2.157 T 12.307 1.000 20.443 to 120.0 0.0 12.307 0.433 18 42.95 0.0159 0.0 13.307 0.212 Vel = 3.77 I 0.0 42.95 21.088 K Factor = 9.35 I 19T to 43.17 2.157 120.0 T 12.307 0.0 1.000 12.307 20.448 0.433 19 43.17 0.0162 0.0 13.307 0.215 Vel = 3.79 0.0 43.17 21.096 K Factor = 9.40 I 20T 40.73 2.157 T 12.307 1.000 20.495 to 120.0 0.0 12.307 0.433 20 40.73 0.0145 0.0 13.307 0.193 Vel = 3.58 I 0.0 40.73 21.121 K Factor = 8.86 21T 42.23 2.157 T 12.307 1.000 20.533 I to 120.0 0.0 12.307 0.433 21 42.23 0.0155 0.0 13.307 0.206 Vel = 3.71 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 42.23 21.172 KFactor= 9.18 22T 43.67 2.157 T 12.307 1.000 21.095 I to 120.0 0.0 12.307 0.433 22 43.67 0.0165 0.0 13.307 0.219 Vel = 3.83 0.0 43.67 21.747 K Factor = 9.36 I 231 71.26 2.157 T 12.307 1.000 20.906 to 120.0 0.0 12.307 0.433 23 71.26 0.0408 0.0 13.307 0.543 Vel = 6.26 I 0.0 71.26 21.882 KFactor= 15.23 24T 73.01 2.157 T 12.307 1.000 21.110 I to 120.0 0.0 12.307 0.433 24 73.01 0.0427 0.0 13.307 0.568 Vel = 6.41 0.0 73.01 22.111 KFactor= 15.53 I 25T 73.83 2.157 T 12.307 1.000 21.450 to 120.0 0.0 12.307 0.433 25 73.83 0.0435 0.0 13.307 0.579 Vel = 6.48 I 0.0 73.83 22.462 K Factor = 15.58 261 67.24 2.157 T 12.307 1.000 22.038 120.0 0.0 12.307 0.433 I to 26 67.24 0.0367 0.0 13.307 0.488 Vel = 5.90 0.0 67.24 22.959 K Factor = 14.03 I 27T 26.77 2.157 T 12.307 1.000 23.087 to 120.0 0.0 12.307 0.433 27 26.77 0.0066 0.0 13.307 0.088 Vel = 2.35 I 0.0 26.77 23.608 K Factor = 5.51 28T 54.47 2.157 T 12.307 1.000 26.086 120.0 0.0 12.307 0.433 I to 28 54.47 0.0248 0.0 13.307 0.330 Vel = 4.78 0.0 54.47 26.849 K Factor = 10.51 I 291 51.90 2.157 T 12.307 1.000 26.973 to 120.0 0.0 12.307 0.433 29 51.9 0.0227 0.0 13.307 0.302 Vel = 4.56 I 0.0 51.90 27.708 K Factor = 9.86 30T 171.39 2.157 T 12.307 1.000 17.762 to 120.0 0.0 12.307 0.433 I 30 171.39 0.2069 0.0 13.307 2.753 Vel = 15.05 0.0 171.39 20.948 K Factor= 37.45 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point at 'C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 31T 169.98 2.157 T 12.307 1.000 17.894 to 120.0 0.0 12.307 0.433 31 169.98 0.2037 0.0 13.307 2.711 Vel = 14.92 I 0.0 169.98 21.038 K Factor= 37.06 32T 171.69 2.157 T 12.307 1.000 18.166 120.0 0.0 12.307 0.433 I to 32 171.69 0.2076 0.0 13.307 2.762 Vel = 15.07 0.0 171.69 21.361 KFactor= 37.15 I 33T 156.89 2.157 T 12.307 1.000 19.277 to 120.0 0.0 12.307 0.433 33 156.89 0.1756 0.0 13.307 2.337 Vel = 13.77 I 0.0 156.89 22.047 K Factor= 33.41 34T 36.06 2.157 T 12.307 1.000 22.584 120.0 0.0 12.307 0.433 I to 34 36.06 0.0116 0.0 13.307 0.154 VeI= 3.17 0.0 36.06 23.171 K Factor = 7.49 I 35T -54.47 2.157 T 12.307 1.000 24.307 to 120.0 0.0 12.307 0.433 35 -54.47 -0.0248 0.0 13.307 -0.330 Vel = 4.78 I 0.0 -54.47 24.410 K Factor = -11.02 36T -51.90 2.157 T 12.307 1.000 25.346 to 120.0 0.0 12.307 0.433 I 36 -51.9 -0.0227 0.0 13.307 -0.302 Vel = 4.56 0.0 -51.90 25.477 K Factor = -10.28 I 8 -42.95 3.26 0.0 12.000 17.743 to 120.0 0.0 0.0 0.0 9 -42.95 -0.0022 0.0 12.000 -0.026 Vel = 1.65 I 9 -43.17 3.26 0.0 12.000 17.717 to 120.0 0.0 0.0 0.0 10 -86.12 -0.0078 0.0 12.000 -0.093 Vel = 3.31 10 -40.73 3.26 0.0 12.000 17.624 I to 120.0 0.0 0.0 0.0 11 -126.85 -0.0158 0.0 12.000 -0.190 Vel = 4.88 11 -42.23 3.26 0.0 12.000 17.434 I to 120.0 0.0 0.0 0.0 12 -169.08 -0.0270 0.0 12.000 -0.324 Vel = 6.50 12 -43.66 3.26 0.0 6.250 17.110 to 120.0 0.0 0.0 0.0 I 123 -212.74 -0.0413 0.0 6.250 -0.258 Vel = 8.18 123 0.0 3.26 0.0 5.750 16.852 to 120.0 0.0 0.0 0.0 13 -212.74 -0.0414 0.0 5.750 -0.238 Vel = 8.18 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt 'C' or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 13 74.39 3.26 0.0 12.000 16.614 to 120.0 0.0 0.0 0.0 14 -138.35 -0.0186 0.0 12.000 -0.223 Vel = 5.32 14 76.00 3.26 0.0 12.000 16.391 to 120.0 0.0 0.0 0.0 15 -62.35 -0.0042 0.0 12.000 -0.051 Vel = 2.40 15 75.20 3.26 0.0 12.000 16.340 I to 120.0 0.0 0.0 0.0 16 12.85 0.0002 0.0 12.000 0.002 Vel = 0.49 16 49.98 3.26 0.0 6.250 16.342 I to 120.0 0.0 0.0 0.0 167 62.83 0.0043 0.0 6.250 0.027 Vel = 2.42 167 0.0 3.26 0.0 5.750 16.369 I to 120.0 0.0 0.0 9.961 17 62.83 0.0045 0.0 5.750 0.026 Vel = 2.42 0.0 62.83 26.356 K Factor = 12.24 I 18 42.95 4.26 0.0 12.000 21.088 to 120.0 0.0 0.0 0.0 19 42.95 0.0007 0.0 12.000 0.008 Vel = 0.97 I 19 43.17 4.26 0.0 12.000 21.096 to 120.0 0.0 0.0 0.0 20 86.12 0.0021 0.0 12.000 0.025 Vel = 1.94 20 40.73 4.26 0.0 12.000 21.121 I to 120.0 0.0 0.0 0.0 21 126.85 0.0042 0.0 12.000 0.051 Vel = 2.86 I 21 to 42.23 4.26 2E 120.0 26.334 0.0 52.000 26.334 21.172 0.0 22 169.08 0.0073 0.0 78.334 0.575 Vel = 3.81 22 43.66 4.26 0.0 12.000 21.747 120.0 0.0 0.0 0.0 I to 23 212.74 0.0113 0.0 12.000 0.135 Vel = 4.79 23 71.27 4.26 0.0 12.000 21.882 120.0 0.0 0.0 0.0 I to 24 284.01 0.0191 0.0 12.000 0.229 Vel = 6.39 24 73.01 4.26 0.0 12.000 22.111 to 120.0 0.0 0.0 0.0 I 25 357.02 0.0292 0.0 12.000 0.351 Vel = 8.04 25 73.83 4.26 0.0 12.000 22.462 to 120.0 0.0 0.0 0.0 26 430.85 0.0414 0.0 12.000 0.497 Vel = 9.70 I 26 67.24 4.26 0.0 12.000 22.959 to 120.0 0.0 0.0 0.0 27 498.09 0.0541 0.0 12.000 0.649 Vel = 11.21 I 27 26.77 4.26 2E 26.334 28.000 23.608 to 120.0 0.0 26.334 0.0 28 524.86 0.0596 0.0 54.334 3.241 Vel = 11.81 28 54.46 4.26 0.0 12.000 26.849 I to 120.0 0.0 0.0 0.0 29 579.32 0.0716 0.0 12.000 0.859 Vel = 13.04 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 13 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes 29 51.90 4.26 T 26.334 7.580 27.708 to 120.0 E 13.167 39.501 0.0 TR 631.22 0.0839 0.0 47.081 3.950 Vel = 14.21 I 0.0 631.22 31.658 K Factor ll2.19 30 171.39 4.26 0.0 12.000 20.948 120.0 0.0 0.0 0.0 I to 31 171.39 0.0075 0.0 12.000 0.090 Vel = 3.86 31 169.98 4.26 0.0 12.000 21.038 I to 32 341.37 120.0 0.0269 0.0 0.0 0.0 12.000 0.0 0.323 Vel = 7.68 32 171.69 4.26 0.0 12.000 21.361 to 120.0 0.0 0.0 0.0 33 513.06 0.0572 0.0 12.000 0.686 Vel = 11.55 I 33 156.88 4.26 0.0 12.000 22.047 to 120.0 0.0 0.0 0.0 34 669.94 0.0937 0.0 12.000 1.124 Vel = 15.08 34 I 36.07 4.26 0.0 12.000 23.171 to 120.0 0.0 0.0 0.0 35 706.01 0.1032 0.0 12.000 1.239 Vel = 15.89 I 35 -54.47 4.26 0.0 12.000 24.410 to 120.0 0.0 0.0 0.0 36 651.54 0.0889 0.0 12.000 1.067 Vel = 14.67 36 -51.90 4.26 E 13.167 2.500 25.477 to I 120.0 0.0 13.167 0.0 MZN 599.64 0.0763 0.0 15.667 1.196 Vel = 13.50 MZN 0.0 4.26 E 13.167 52.170 26.673 to I 120.0 0.0 13.167 0.0 TR 599.64 0.0763 0.0 65.337 4.985 Vel = 13.50 TR 631.23 4.26 B 15.8 21.000 31.658 120.0 0.0 15.800 9.095 I to BAL 1230.87 0.2886 0.0 36.800 10.621 Vel = 27.71 BAL 0.0 4.26 0.0 2.000 51.374 I to BR 1230.87 120.0 0.2885 0.0 0.0 0.0 2.000 0.650 0.577 Vel = 27.71 BR 100.00 4.26 E 13.167 10.000 52.601 Qa = 100 to 120.0 0.0 13.167 1.949 DI 1330.87 0.3335 0.0 23.167 7.726 Vel = 29.96 I Dl 0.0 5.86 E 15.749 55.000 62.276 to 140.0 0.0 15.749 0.0 Bi 1330.87 0.0531 0.0 70.749 3.754 Vel = 15.83 Bi I 0.0 6.16 T 43.037 20.000 66.030 to 140.0 2E 40.168 83.205 3.000 * * Fixed Loss = 3 B2 1330.87 0.0416 0.0 103.205 4.294 Vel = 14.33 I B2 0.0 5.86 G 3.834 110.000 73.324 to 150.0 T 38.342 42.176 -1.732 SRC 1330.87 0.0467 0.0 152.176 7.107 Vel = 15.83 400.00 Qa = 400.00 U Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 14 IZest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. 'C" or Point Qt Pf/Ft Eqv. Ln. Ftng's Pe Pv Notes Total Pf Pn I 1730.87 78.699 K Factor = 195.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F.W.L'.M. I - - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Your Street Address 2 Poway, CA 92064 858-513-4949 Job Name Zest Anchors - Phase II Building Location : 2875 Loker Ave East System : Area 6B 4 head Contract : TIC-1 524 Data File : Zest Anchors Area 6B (a).WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Western Fire Protection Inc Zest Anchors - Phase II I I Page Date HYDRAULIC CALCULATIONS for I Project name: Zest Anchors - Phase II Location: 2875 Loker Ave East I Drawing no: Date: I Design Remote area number: Area 6B 4 head Remote area location: Warehouse 157 Occupancy classification: F-1/S-1 I Density: .55 - Gpm/SqFt Area of application: 4 Heads - SqFt Coverage per sprinkler: 168 - SqFt I Type of sprinklers calculated: 25.2K No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 500 - GPM I Total water required (including hose streams): 871.338 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 8-22-16 Location: Hydrant Directly Adjacent to Site Source: Mission Consulting Services @ 38.420 - Psi Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / Your Street Address 2 / Poway, CA 9206 Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Western Fire Protection Inc Page 2 Zest Anchors - Phase II Date City Water Supply: Demand: Cl - Static Pressure : 104.4 Dl - Elevation : 10.394 C2 - Residual Pressure: 93.6 D2 - System Flow : 371.338 C2 - Residual Flow : 8000 D2 - System Pressure : 38.420 Hose ( Demand ) : 500 D3 - System Demand : 871.338 Safety Margin : 65.801 150 140 130 p120 R 11 tr - - E 100 - C2 90 580 U70 R6° E5° D2 40 30 20 10 - ... .1.I.I ... ..,. .. .. .1.... 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - h - - - - - - - - - - Fittings Used Summary Western Fire Protection Inc Page 3 Zest Anchors - Phase II Date Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 1Y2 2 2Y2 3 31h 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Pt Actual 18.78 18.77 18.76 18.73 18.69 18.18 13.44 13.56 15.13 16.7 18.32 18.15 13.59 13.69 15.23 16.77 18.37 18.68 19.08 19.12 19.16 19.2 19.24 18.7 19.2 19.24 19.29 19.34 18.72 19.44 18.63 19.16 19.16 19.17 19.17 19.25 19.15 19.19 19.37 19.45 19.54 19.98 20.08 19.56 19.68 19.18 19.18 19.17 19.14 19.1 19.06 19.03 19.03 19.07 19.09 19.1 19.62 19.62 19.63 19.63 19.71 19.73 Pressure I Flow Summary - STANDARD Western Fire Protection Inc Zest Anchors - Phase II Node Elevation K-Fact :: 24.0 9T 24.0 lOT 24.0 liT 24.0 12T 24.0 13T 24.0 El 24.0 25.2 24.0 25.2 E2 E3 24.0 E4 24.0 30T 24.0 14T 24.0 E5 24.0 25.2 E6 24.0 25.2 E7 24.0 E8 31T 24.0 24.0 15T 24.0 E9 24.0 E10 24.0 Eli 24.0 E12 24.0 32T 24.0 16T 24.0 E13 E14 24.0 24.0 E15 24.0 33T 24.0 17T 24.0 34T 24.0 123T 24.0 18T 24.0 19T 24.0 20T 24.0 2iT 24.0 22T 24.0 23T 24.0 24T 24.0 24.0 25T 26T 24.0 27T 24.0 281 24.0 29T 24.0 35T 24.0 36T 24.0 8 23.0 9 23.0 23.0 10 11 23.0 12 23.0 123 23.0 13 23.0 14 23.0 15 23.0 16 23.0 23.0 167 18 23.0 19 23.0 20 23.0 21 23.0 22 23.0 23 23.0 I Page 4 Date Pn Flow Density Area Press Actual Req. na na na na na na na 92.4 0.55 168 na 92.8 0.55 168 na na na na na 92.89 0.55 168 na 93.25 0.55 168 na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na 7.0 7.0 7.0 7.0 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Page 5 Zest Anchors - Phase II Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 24 23.0 19.76 na 25 23.0 19.83 na 26 23.0 19.9 na 27 23.0 19.99 na 28 23.0 20.42 na 29 23.0 20.51 na 30 23.0 19.56 na 31 23.0 19.59 na 32 23.0 19.68 na 33 23.0 19.78 na 34 23.0 19.88 na 35 23.0 20.0 na 36 23.0 20.11 na MZN 23.0 20.26 na TR 23.0 20.89 na BAL 2.0 31.14 na BR 0.5 31.85 na 100.0 Dl -4.0 34.93 na 131 -4.0 35.48 na B2 -4.0 39.11 na SRC 0.0 38.42 na 400.0 The maximum velocity is 10.8 and it occurs in the pipe between nodes E2 and E3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 6 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 8T 14.38 2.157 2T 24.613 158.080 18.776 to 120.0 0.0 24.613 0.0 18T 14.38 0.0021 0.0 182.693 0.386 Vel = 1.26 I 0.0 14.38 19.162 K Factor = 3.29 9T 14.45 2.157 2T 24.613 158.080 18.773 120.0 0.0 24.613 0.0 I to 191 14.45 0.0021 0.0 182.693 0.389 Vel = 1.27 0.0 14.45 19.162 K Factor = 3.30 lOT 13.63 2.157 2T 24.613 190.080 18.758 to 120.0 0.0 24.613 0.0 20T 13.63 0.0019 0.0 214.693 0.410 Vel = 1.20 0.0 I 13.63 19.168 KFactor= 3.11 liT 14.14 2.157 21 24.613 190.080 18.734 120.0 0.0 24.613 0.0 I to 211 14.14 0.0020 0.0 214.693 0.440 Vel = 1.24 0.0 14.14 19.174 KFactor= 3.23 I 121 14.62 2.157 21 24.613 230.080 18.693 to 120.0 0.0 24.613 0.0 221 14.62 0.0022 0.0 254.693 0.555 Vel = 1.28 0.0 I 14.62 19.248 K Factor = 3.33 131 -62.18 2.157 1 12.307 124.670 18.177 to 120.0 2E 12.307 24.614 0.0 El I -62.18 -0.0317 0.0 149.284 -4.733 Vel = 5.46 El 92.40 2.157 0.0 14.000 13.444 K Factor 25.20 to 120.0 0.0 0.0 0.0 E2 30.22 0.0084 0.0 14.000 0.117 Vel = 2.65 I E2 92.80 2.157 0.0 14.000 13.561 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E3 123.02 0.1120 0.0 14.000 1.568 Vel = 10.80 E3 I 0.0 2.157 0.0 14.000 15.129 to 120.0 0.0 0.0 0.0 E4 123.02 0.1120 0.0 14.000 1.568 Vel = 10.80 I E4 0.0 2.157 1 12.307 2.170 16.697 to 120.0 0.0 12.307 0.0 30T 123.02 0.1120 0.0 14.477 1.622 Vel= 10.80 301 -88.28 2.157 1 12.307 64.750 18.319 to I 120.0 0.0 12.307 0.0 23T 34.74 0.0108 0.0 77.057 0.832 Vel = 3.05 0.0 I 34.74 19.151 KFactor= 7.94 14T -64.29 2.157 T 12.307 123.000 18.149 to 120.0 0.0 12.307 0.0 E5 -64.29 -0.0337 0.0 135.307 -4.562 Vel = 5.64 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftng's Total Fe Pv Pf Pn Notes I E5 92.89 2.157 0.0 14.000 13.587 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E6 28.6 0.0076 0.0 14.000 0.106 Vel = 2.51 E6 93.25 2.157 0.0 14.000 13.693 K Factor 25.20 to 120.0 0.0 0.0 0.0 E7 121.85 0.1100 0.0 14.000 1.540 VeI= 10.70 E7 0.0 2.157 0.0 14.000 15.233 I to 120.0 0.0 0.0 0.0 E8 121.85 0.1101 0.0 14.000 1.541 Vel = 10.70 E8 0.0 2.157 T 12.307 2.170 16.774 I to 120.0 0.0 12.307 0.0 31T 121.85 0.1100 0.0 14.477 1.593 Vel= 10.70 31T -86.98 2.157 T 12.307 63.080 18.367 I to 120.0 0.0 12.307 0.0 24T 34.87 0.0109 0.0 75.387 0.820 Vel = 3.06 0.0 34.87 19.187 K Factor = 7.96 I 15T 17.22 2.157 T 12.307 123.000 18.678 to 120.0 0.0 12.307 0.0 E9 17.22 0.0029 0.0 135.307 0.399 Vel = 1.51 I E9 0.0 2.157 0.0 14.000 19.077 to 120.0 0.0 0.0 0.0 E10 17.22 0.0029 0.0 14.000 0.041 Vel = 1.51 E10 0.0 2.157 0.0 14.000 19.118 I to 120.0 0.0 0.0 0.0 Eli 17.22 0.0029 0.0 14.000 0.041 Vel = 1.51 I Eli to 0.0 2.157 120.0 0.0 0.0 14.000 0.0 19.159 0.0 E12 17.22 0.0029 0.0 14.000 0.041 Vel = 1.51 E12 0.0 2.157 T 12.307 2.170 19.200 120.0 0.0 12.307 0.0 I to 32T 17.22 0.0030 0.0 14.477 0.043 Vel = 1.51 32T -4.41 2.157 T 12.307 63.080 19.243 120.0 0.0 12.307 0.0 I to 25T 12.81 0.0017 0.0 75.387 0.129 Vel = 1.12 0.0 12.81 19.372 K Factor = 2.91 I 16T 18.34 2.157 T 12.307 137.000 18.703 to 120.0 0.0 12.307 0.0 E13 18.34 0.0033 0.0 149.307 0.495 Vel = 1.61 E13 0.0 2.157 0.0 14.000 19.198 I to 120.0 0.0 0.0 0.0 E14 18.34 0.0033 0.0 14.000 0.046 Vel = 1.61 I E14 to 0.0 2.157 120.0 0.0 0.0 14.000 0.0 19.244 0.0 E15 18.34 0.0033 0.0 14.000 0.046 Vet = 1.61 E15 0.0 2.157 T 12.307 2.170 19.290 to 120.0 0.0 12.307 0.0 I 33T 18.34 0.0033 0.0 14.477 0.048 Vel = 1.61 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C.or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 33T -6.55 2.157 T 12.307 63.080 19.338 to 120.0 0.0 12.307 0.0 26T 11.79 0.0015 0.0 75.387 0.110 Vel = 1.04 I 0.0 11.79 19.448 K Factor = 2.67 171 19.69 2.157 2T 24.613 167.000 18.715 120.0 0.0 24.613 0.0 I to 34T 19.69 0.0038 0.0 191.613 0.724 Vel = 1.73 34T -8.71 2.157 T 12.307 63.080 19.439 to 120.0 0.0 12.307 0.0 27T I 10.98 0.0013 0.0 75.387 0.097 Vel = 0.96 0.0 10.98 19.536 K Factor = 2.48 I 81 -14.38 2.157 T 12.307 1.000 18.776 to 120.0 0.0 12.307 0.433 8 -14.38 -0.0021 0.0 13.307 -0.028 Vel = 1.26 0.0 I -14.38 19.181 K Factor = -3.28 9T -14.45 2.157 T 12.307 1.000 18.773 to 120.0 0.0 12.307 0.433 I 9 -14.45 -0.0021 0.0 13.307 -0.028 Vel = 1.27 0.0 -14.45 19.178 K Factor = -3.30 lOT -13.63 2.157 T 12.307 1.000 18.758 I to 120.0 0.0 12.307 0.433 10 -13.63 -0.0020 0.0 13.307 -0.026 Vel = 1.20 I 0.0 -13.63 19.165 KFactor= -3.11 liT -14.14 2.157 T 12.307 1.000 18.734 to 120.0 0.0 12.307 0.433 -14.14 -0.0020 0.0 13.307 -0.027 Vel = 1.24 I ll 0.0 -14.14 19.140 KFactor= -3.23 121 -14.62 2.157 T 12.307 1.000 18.693 I to 120.0 0.0 12.307 0.433 12 -14.62 -0.0022 0.0 13.307 -0.029 Vel = 1.28 0.0 1 -14.62 19.097 K Factor = -3.35 123T 0.0 2.157 T 12.307 1.000 18.630 to 120.0 0.0 12.307 0.433 123 0.0 0.0 0.0 13.307 0.0 Vel = 0 I 0.0 0.0 19.063 K Factor = 0 13T 62.18 2.157 T 12.307 1.000 18.177 I to 120.0 0.0 12.307 0.433 13 62.18 0.0317 0.0 13.307 0.422 Vel = 5.46 0.0 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 62.18 19.032 K Factor = 14.25 14T 64.29 2.157 T 12.307 1.000 18.149 to 120.0 0.0 12.307 0.433 14 64.29 0.0337 0.0 13.307 0.449 Vet = 5.64 I 0.0 64.29 19.031 K Factor = 14.74 15T -17.22 2.157 T 12.307 1.000 18.678 I to 120.0 0.0 12.307 0.433 15 -17.22 -0.0029 0.0 13.307 -0.039 Vet = 1.51 0.0 I -17.22 19.072 KFactor= -3.94 16T -18.34 2.157 1 12.307 1.000 18.703 to 120.0 0.0 12.307 0.433 16 -18.34 -0.0033 0.0 13.307 -0.044 Vet = 1.61 I 0.0 -18.34 19.092 K Factor = -4.20 171 -19.69 2.157 T 12.307 1.000 18.715 I to 120.0 0.0 12.307 10.394 17 -19.69 -0.0038 0.0 13.307 -0.050 Vet = 1.73 0.0 I -19.69 29.059 K Factor= -3.65 181 14.38 2.157 T 12.307 1.000 19.162 to 120.0 0.0 12.307 0.433 18 14.38 0.0021 0.0 13.307 0.028 Vet = 1.26 I 0.0 14.38 19.623 K Factor = 3.25 I 191 to 14.45 2.157 120.0 T 12.307 0.0 1.000 12.307 19.162 0.433 19 14.45 0.0022 0.0 13.307 0.029 Vet = 1.27 0.0 14.45 19.624 KFactor = 3.26 I 201 13.63 2.157 T 12.307 1.000 19.168 to 120.0 0.0 12.307 0.433 20 13.63 0.0020 0.0 13.307 0.026 Vet = 1.20 I 0.0 13.63 19.627 K Factor = 3.08 211 14.14 2.157 1 12.307 1.000 19.174 I to 120.0 0.0 12.307 0.433 21 14.14 0.0020 0.0 13.307 0.027 Vet = 1.24 0.0 14.14 19.634 KFactor= 3.19 I 221 14.62 2.157 1 12.307 1.000 19.248 to 120.0 0.0 12.307 0.433 22 14.62 0.0022 0.0 13.307 0.029 Vet = 1.28 I 0.0 14.62 19.710 K Factor = 3.29 231 34.74 2.157 1 12.307 1.000 19.151 I to 120.0 0.0 12.307 0.433 23 34.74 0.0108 0.0 13.307 0.144 Vet = 3.05 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes • 0.0 34.74 19.728 K Factor = 7.82 I 241 to 34.87 2.157 120.0 T 12.307 0.0 1.000 12.307 19.187 0.433 24 34.87 0.0109 0.0 13.307 0.145 Vel = 3.06 0.0 34.87 19.765 K Factor = 7.84 I 25T 12.81 2.157 T 12.307 1.000 19.372 to 120.0 0.0 12.307 0.433 25 12.81 0.0017 0.0 13.307 0.022 Vel = 1.12 I 0.0 12.81 19.827 K Factor = 2.88 I 26T to 11.79 2.157 120.0 T 12.307 0.0 1.000 12.307 19.448 0.433 26 11.79 0.0015 0.0 13.307 0.020 Vel = 1.04 0.0 11.79 19.901 K Factor = 2.64 I 27T 10.98 2.157 1 12.307 1.000 19.536 to 120.0 0.0 12.307 0.433 27 10.98 0.0013 0.0 13.307 0.017 Vel = 0.96 I 0.0 10.98 19.986 K Factor = 2.46 28T 0.0 2.157 T 12.307 1.000 19.984 I to 120.0 0.0 12.307 0.433 28 0.0 0.0 0.0 13.307 0.0 Vel = 0 0.0 0.0 20.417 K Factor = 0 I 29T 0.0 2.157 1 12.307 1.000 20.079 to 120.0 0.0 12.307 0.433 29 0.0 0.0 0.0 13.307 0.0 Vel = 0 I 0.0 0.0 20.512 K Factor = 0 301 88.28 2.157 1 12.307 1.000 18.319 120.0 0.0 12.307 0.433 I to 30 88.28 0.0606 0.0 13.307 0.807 Vel = 7.75 0.0 88.28 19.559 K Factor = 19.96 311 I 86.98 2.157 1 12.307 1.000 18.367 to 120.0 0.0 12.307 0.433 31 86.98 0.0590 0.0 13.307 0.785 Vel = 7.64 I 0.0 86.98 19.585 K Factor= 19.65 321 4.42 2.157 1 12.307 1.000 19.243 to 120.0 0.0 12.307 0.433 I 32 4.42 0.0002 0.0 13.307 0.003 Vel = 0.39 0.0 4.42 19.679 K Factor = 1.00 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn U 33T 6.55 2.157 T 12.307 1.000 19.338 to 120.0 0.0 12.307 0.433 33 6.55 0.0005 0.0 13.307 0.007 Vel = 0.58 I 0.0 6.55 19.778 K Factor = 1.47 34T 8.71 2.157 T 12.307 1.000 19.439 120.0 0.0 12.307 0.433 I to 34 8.71 0.0008 0.0 13.307 0.011 Vel = 0.76 0.0 8.71 19.883 KFactor= 1.95 I 35T 0.0 2.157 T 12.307 1.000 19.564 to 120.0 0.0 12.307 0.433 35 0.0 0.0001 0.0 13.307 0.001 Vel = 0 0.0 I 0.0 19.998 K Factor = 0 36T 0.0 2.157 T 12.307 1.000 19.679 120.0 0.0 12.307 0.433 I to 36 0.0 0.0 0.0 13.307 0.0 Vel = 0 0.0 0.0 20.112 K Factor =0 I 8 -14.38 3.26 0.0 12.000 19.181 to 120.0 0.0 0.0 0.0 9 -14.38 -0.0002 0.0 12.000 -0.003 Vel = 0.55 9 -14.45 3.26 0.0 12.000 19.178 I to 120.0 0.0 0.0 0.0 10 -28.83 -0.0011 0.0 12.000 -0.013 Vel = 1.11 I 10 to -13.63 3.26 120.0 0.0 0.0 12.000 0.0 19.165 0.0 11 -42.46 -0.0021 0.0 12.000 -0.025 Vel = 1.63 11 -14.14 3.26 0.0 12.000 19.140 120.0 0.0 0.0 0.0 I to 12 -56.6 -0.0036 0.0 12.000 -0.043 Vel = 2.18 12 -14.62 3.26 0.0 6.250 19.097 I to 123 -71.22 120.0 -0.0054 0.0 0.0 0.0 6.250 0.0 -0.034 Vel = 2.74 123 0.0 3.26 0.0 5.750 19.063 to 120.0 0.0 0.0 0.0 13 -71.22 -0.0054 0.0 5.750 -0.031 Vel = 2.74 I 13 62.19 3.26 0.0 12.000 19.032 to 120.0 0.0 0.0 0.0 14 -9.03 -0.0001 0.0 12.000 -0.001 Vel = 0.35 I 14 64.28 3.26 0.0 12.000 19.031 to 120.0 0.0 0.0 0.0 15 55.25 0.0034 0.0 12.000 0.041 Vel = 2.12 I 15 -17.22 3.26 0.0 12.000 19.072 to 120.0 0.0 0.0 0.0 16 38.03 0.0017 0.0 12.000 0.020 Vel = 1.46 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt 'C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 16 -18.34 3.26 0.0 6.250 19.092 to 120.0 0.0 0.0 0.0 167 19.69 0.0005 0.0 6.250 0.003 Vet = 0.76 I 167 0.0 3.26 0.0 5.750 19.095 to 120.0 0.0 0.0 9.961 17 19.69 0.0005 0.0 5.750 0.003 Vet = 0.76 0.0 I 19.69 29.059 K Factor = 3.65 18 14.38 4.26 0.0 12.000 19.623 120.0 0.0 0.0 0.0 I to 19 14.38 0.0001 0.0 12.000 0.001 Vet = 0.32 19 14.45 4.26 0.0 12.000 19.624 to 120.0 0.0 0.0 0.0 20 28.83 0.0002 0.0 12.000 0.003 Vet = 0.65 I 20 13.63 4.26 0.0 12.000 19.627 to 120.0 0.0 0.0 0.0 21 42.46 0.0006 0.0 12.000 0.007 Vet = 0.96 I 21 14.14 4.26 2E 26.334 52.000 19.634 to 120.0 0.0 26.334 0.0 22 56.6 0.0010 0.0 78.334 0.076 Vet = 1.27 I 22 14.62 4.26 0.0 12.000 19.710 to 120.0 0.0 0.0 0.0 23 71.22 0.0015 0.0 12.000 0.018 Vel = 1.60 23 34.73 4.26 0.0 12.000 19.728 I to 120.0 0.0 0.0 0.0 24 105.95 0.0031 0.0 12.000 0.037 Vet = 2.38 24 34.87 4.26 0.0 12.000 19.765 I to 120.0 0.0 0.0 0.0 25 140.82 0.0052 0.0 12.000 0.062 Vel = 3.17 25 12.81 4.26 0.0 12.000 19.827 120.0 0.0 0.0 0.0 I to 26 153.63 0.0062 0.0 12.000 0.074 Vet = 3.46 26 11.79 4.26 0.0 12.000 19.901 to 120.0 0.0 0.0 0.0 I 27 165.42 0.0071 0.0 12.000 0.085 Vet = 3.72 27 10.98 4.26 2E 26.334 28.000 19.986 to 120.0 0.0 26.334 0.0 28 176.4 0.0079 0.0 54.334 0.431 Vet = 3.97 I 28 0.0 4.26 0.0 12.000 20.417 to 120.0 0.0 0.0 0.0 29 176.4 0.0079 0.0 12.000 0.095 Vet = 3.97 I 29 0.0 4.26 T 26.334 7.580 20.512 to 120.0 E 13.167 39.501 0.0 TR 176.4 0.0079 0.0 47.081 0.373 Vet = 3.97 I 0.0 176.40 20.885 K Factor= 38.60 30 88.28 4.26 0.0 12.000 19.559 to 120.0 0.0 0.0 0.0 I 31 88.28 0.0022 0.0 12.000 0.026 Vet = 1.99 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 13 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes u Point I 31 86.99 4.26 0.0 12.000 19.585 to 120.0 0.0 0.0 0.0 32 175.27 0.0078 0.0 12.000 0.094 Vel = 3.95 32 4.41 4.26 0.0 12.000 19.679 to 120.0 0.0 0.0 0.0 33 179.68 0.0082 0.0 12.000 0.099 Vel = 4.04 33 6.55 4.26 0.0 12.000 19.778 I to 120.0 0.0 0.0 0.0 34 186.23 0.0087 0.0 12.000 0.105 Vel = 4.19 34 8.71 4.26 0.0 12.000 19.883 I to 120.0 0.0 0.0 0.0 35 194.94 0.0096 0.0 12.000 0.115 Vel = 4.39 35 0.0 4.26 0.0 12.000 19.998 I to 120.0 0.0 0.0 0.0 36 194.94 0.0095 0.0 12.000 0.114 Vel = 4.39 36 0.0 4.26 E 13.167 2.500 20.112 120.0 0.0 13.167 0.0 I to MZN 194.94 0.0096 0.0 15.667 0.150 Vel = 4.39 MZN 0.0 4.26 E 13.167 52.170 20.262 to 120.0 0.0 13.167 0.0 I TR 194.94 0.0095 0.0 65.337 0.623 Vel = 4.39 TR 176.40 4.26 B 15.8 21.000 20.885 to 120.0 0.0 15.800 9.095 BAL 371.34 0.0315 0.0 36.800 1.158 Vel = 8.36 I BAL 0.0 4.26 0.0 2.000 31.138 to 120.0 0.0 0.0 0.650 BR 371.34 0.0310 0.0 2.000 0.062 Vel = 8.36 I BR 100.00 4.26 E 13.167 10.000 31.850 Qa = 100 to 120.0 0.0 13.167 1.949 DI 471.34 0.0489 0.0 23.167 1.132 Vel = 10.61 DI 0.0 5.86 E 15.749 55.000 34.931 I to 140.0 0.0 15.749 0.0 Bi 471.34 0.0078 0.0 70.749 0.551 Vel = 5.61 I BI to 0.0 6.16 140.0 T 2E 43.037 40.168 20.000 83.205 35.482 3.000 * * Fixed Loss = 3 B2 471.34 0.0061 0.0 103.205 0.629 Vel = 5.07 B2 0.0 5.86 G 3.834 110.000 39.111 to 150.0 T 38.342 42.176 -1.732 I SRC 471.34 0.0068 0.0 152.176 1.041 Vel = 5.61 400.00 Qa = 400.00 871.34 38.420 K Factor = 140.58 I I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Your Street Address 2 Poway, CA 92064 858-513-4949 Job Name : Zest Anchors - Phase II Building Location : 2875 Loker Ave East System : Area 6C #1 Contract : TIC-1 524 Data File : Zest Anchors Area 6C #1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I I I I I I I I I I I I I I I I I I Western Fire Protection Inc Page Zest Anchors - Phase II Date I Project name: Zest Anchors -Phase II I Location: 2875 Loker Ave East Drawing no: Date: HYDRAULIC CALCULATIONS for I Design Remote area number: Area 6C #1 Remote area location: Receiving 142 I Occupancy classification: F-1/S-1 Density: .3 - Gpm/SqFt Area of application: 2000 - SqFt Coverage per sprinkler: 96 - SqFt I Type of sprinklers calculated: 8.0K & 5.6K Mix No. of sprinklers calculated: 42 In-rack demand: 307.247 - GPM Hose streams: 500 - GPM I Total water required (including hose streams): 1798.530 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 8-22-16 Location: Hydrant Directly Adjacent to Site Source: Mission Consulting Services @ 98.817 - Psi Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / Your Street Address 2 / Poway, CA 9206 Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I - - - - - - - - = Water Supply Curve C Western Fire Protection Inc Page 2 Zest Anchors - Phase II Date City Water Supply: Demand: Cl - Static Pressure : 104.4 Dl - Elevation : 6.930 C2 - Residual Pressure: 93.6 D2 - System Flow :1298.53 C2 - Residual Flow : 8000 D2 - System Pressure : 98.817 Hose ( Demand) : 500 D3 - System Demand :1798.53 Safety Margin : 4.900 150 140 130 p120 R110 •tol __ _____ ------------------- E 100 S 90 580 u 7° R6° E5° 40 30 20 Dl 10 10002000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - = - - - M _ _ _ - - Fittings Used Summary Western Fire Protection Inc Page 3 Zest Anchors - Phase II Date Fitting Legend Abbrev. Name 1,4 % 1 11/4 11/2 2 21,4 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 T NFPA 1390FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 / Flow Summary - STANDARD Western Fire Protection Inc Page 4 Zest Anchors - Phase II Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Si 24.0 8 17.62 na 33.58 0.3 96 7.0 S2 24.0 8 17.68 na 33.64 0.3 96 7.0 S3 24.0 8 17.97 na 33.92 0.3 96 7.0 S4 24.0 8 18.6 na 34.5 0.3 48 7.0 S5 24.0 8 18.86 na 34.75 0.3 48 7.0 S6 24.0 8 20.5 na 36.22 0.3 96 7.0 lOT 24.0 24.61 na S7 24.0 8 24.8 na 39.84 0.3 96 7.0 S8 24.0 8 17.62 na 33.58 0.3 96 7.0 S9 24.0 8 17.68 na 33.64 0.3 96 7.0 S1O 24.0 8 17.97 na 33.92 0.3 96 7.0 Sli 24.0 8 18.6 na 34.5 0.3 48 7.0 S12 24.0 8 18.87 na 34.75 0.3 48 7.0 S13 24.0 8 20.5 na 36.22 0.3 96 7.0 liT 24.0 24.61 na S14 24.0 8 24.8 na 39.84 0.3 96 7.0 S15 24.0 8 17.69 na 33.64 0.3 96 7.0 S16 24.0 8 17.75 na 33.7 0.3 96 7.0 S17 24.0 8 18.04 na 33.98 0.3 96 7.0 S18 24.0 8 18.67 na 34.57 0.3 48 7.0 S19 24.0 8 18.94 na 34.81 0.3 48 7.0 S20 24.0 8 20.58 na 36.29 0.3 96 7.0 12T 24.0 24.7 na S21 24.0 8 24.88 na 39.91 0.3 96 7.0 S22 24.0 8 18.35 na 34.27 0.3 96 7.0 S23 24.0 8 18.41 na 34.33 0.3 96 7.0 S24 24.0 8 18.72 na 34.61 0.3 96 7.0 S25 24.0 8 19.36 na 35.2 0.3 48 7.0 S26 24.0 8 19.64 na 35.45 0.3 48 7.0 S27 24.0 8 21.34 na 36.96 0.3 96 7.0 13T 24.0 25.61 na S28 24.0 8 25.86 na 40.68 0.3 96 7.0 30T 24.0 44.42 na 8T 24.0 28.01 na 9T 24.0 27.91 na 14T 24.0 30.11 na 31T 24.0 44.85 na 15T 24.0 31.0 na 32T 24.0 45.3 na 16T 24.0 31.44 na 33T 24.0 45.74 na 17T 24.0 31.59 na 34T 24.0 46.24 na 18T 24.0 39.77 na 19T 24.0 39.79 na 20T 24.0 39.74 na 21T 24.0 39.96 na 22T 24.0 42.6 na 23T 24.0 44.24 na 24T 24.0 44.79 na 25T 24.0 45.33 na 26T 24.0 45.88 na 27T 24.0 46.47 na 28T 24.0 49.42 na 29T 24.0 50.07 na 35T 24.0 47.6 na 36T 24.0 48.24 na 8 23.0 27.58 na 9 23.0 27.48 na 10 23.0 27.11 na 11 23.0 27.09 na 12 23.0 27.23 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Page 5 Zest Anchors - Phase II Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 13 23.0 27.94 na 14 23.0 29.52 na 15 23.0 30.44 na 16 23.0 30.88 na 18 23.0 41.06 na 19 23.0 41.09 na 20 23.0 41.19 na 21 23.0 41.42 na 22 23.0 44.03 na 23 23.0 44.64 na 24 23.0 45.21 na 25 23.0 45.77 na 26 23.0 46.34 na 27 23.0 46.94 na 28 23.0 49.86 na 29 23.0 50.5 na 30 23.0 46.42 na 31 23.0 46.46 na 32 23.0 46.63 na 33 23.0 46.93 na 34 23.0 47.39 na 35 23.0 48.03 na 36 23.0 48.67 na MZN 23.0 49.51 na TR 23.0 53.02 na Ri 10.0 5.6 15.04 na 21.72 1.0 1 15.0 R2 10.0 5.6 15.06 na 21.73 1.0 1 15.0 R3 10.0 5.6 15.14 na 21.79 1.0 1 15.0 R4 10.0 5.6 15.26 na 21.88 1.0 1 15.0 R5 10.0 5.6 15.49 na 22.04 1.0 1 15.0 R6 10.0 5.6 16.38 na 22.67 1.0 1 15.0 R7 10.0 5.6 16.4 na 22.68 1.0 1 15.0 R8 16.0 5.6 15.0 na 21.69 1.0 1 15.0 R9 16.0 5.6 15.02 na 21.7 1.0 1 15.0 RiO 16.0 5.6 15.09 na 21.75 1.0 1 15.0 R11 16.0 5.6 15.22 na 21.85 1.0 1 15.0 R12 16.0 5.6 15.44 na 22.01 1.0 1 15.0 R13 16.0 5.6 15.25 na 21.87 1.0 1 15.0 R14 16.0 5.6 15.27 na 21.88 1.0 1 15.0 LT 16.0 14.1 na UT 16.0 15.55 na FM 23.0 20.8 na RR 22.0 55.25 na BAL 2.0 69.23 na BR 0.5 70.52 na 100.0 Dl -4.0 80.94 na B -4.0 85.05 na B2 -4.0 92.76 na SRC 0.0 98.82 na 400.0 The maximum velocity is 31.48 and it occurs in the pipe between nodes BR and Dl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I I I I I I I I I I I I I I I I I I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 6 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I Si 33.58 2.157 0.0 6.000 17.619 K Factor =8.00 to 120.0 0.0 0.0 0.0 S2 33.58 0.0102 0.0 6.000 0.061 Vel = 2.95 I S2 33.64 2.157 0.0 8.000 17.680 K Factor 8.00 to 120.0 0.0 0.0 0.0 S3 67.22 0.0366 0.0 8.000 0.293 Vel = 5.90 S3 33.91 2.157 0.0 8.000 17.973 K Factor =8.00 I to 120.0 0.0 0.0 0.0 S4 101.13 0.0779 0.0 8.000 0.623 Vel = 8.88 S4 34.50 2.157 0.0 2.000 18.596 K Factor =8.00 I to 120.0 0.0 0.0 0.0 S5 135.63 0.1345 0.0 2.000 0.269 Vel = 11.91 S5 34.75 2.157 0.0 8.000 18.865 K Factor 8.00 120.0 0.0 0.0 0.0 I to S6 170.38 0.2046 0.0 8.000 1.637 Vel = 14.96 S6 36.22 2.157 T 12.307 1.750 20.502 K Factor 8.00 to 120.0 0.0 12.307 0.0 I lOT 206.6 0.2922 0.0 14.057 4.108 Vel = 18.14 lOT -146.67 2.157 0.0 6.250 24.610 to 120.0 0.0 0.0 0.0 S7 59.93 0.0296 0.0 6.250 0.185 Vel = 5.26 I S7 39.84 2.157 T 12.307 184.330 24.795 K Factor = 8.00 to 120.0 0.0 12.307 0.0 20T 99.77 0.0760 0.0 196.637 14.949 Vel = 8.76 I 0.0 99.77 39.744 K Factor= 15.83 S8 33.58 2.157 0.0 6.000 17.620 K Factor = 8.00 I to 120.0 0.0 0.0 0.0 S9 33.58 0.0100 0.0 6.000 0.060 Vel = 2.95 S9 33.64 2.157 0.0 8.000 17.680 K Factor =8.00 to 120.0 0.0 0.0 0.0 I S10 67.22 0.0366 0.0 8.000 0.293 Vel = 5.90 S1O 33.92 2.157 0.0 8.000 17.973 K Factor =8.00 120.0 0.0 0.0 0.0 I to Sil 101.14 0.0780 0.0 8.000 0.624 Vel = 8.88 Sli 34.49 2.157 0.0 2.000 18.597 K Factor 8.00 to 120.0 0.0 0.0 0.0 S12 135.63 0.1340 0.0 2.000 0.268 Vel = 11.91 I S12 34.75 2.157 0.0 8.000 18.865 K Factor = 8.00 to 120.0 0.0 0.0 0.0 S13 170.38 0.2046 0.0 8.000 1.637 Vel = 14.96 I S13 36.22 2.157 T 12.307 1.750 20.502 K Factor 8.00 to 120.0 0.0 12.307 0.0 lIT 206.6 0.2923 0.0 14.057 4.109 Vel = 18.14 -145.92 2.157 0.0 6.250 24.611 l ilT to 120.0 0.0 0.0 0.0 S14 60.68 0.0302 0.0 6.250 0.189 Vel = 5.33 S14 39.84 2.157 T 12.307 184.330 24.800 K Factor = 8.00 I to 120.0 0.0 12.307 0.0 21T 100.52 0.0771 0.0 196.637 15.157 Vel = 8.83 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes I 0.0 100.52 39.957 K Factor= 15.90 I S15 to 33.64 2.157 120.0 0.0 0.0 6.000 0.0 17.687 0.0 K Factor 8.00 S16 33.64 0.0102 0.0 6.000 0.061 Vel = 2.95 S16 33.71 2.157 0.0 8.000 17.748 K Factor = 8.00 to 120.0 0.0 0.0 0.0 I S17 67.35 0.0368 0.0 8.000 0.294 Vel = 5.91 S17 33.98 2.157 0.0 8.000 18.042 K Factor =8.00 I to S18 101.33 120.0 0.0782 0.0 0.0 0.0 8.000 0.0 0.626 Vel = 8.90 S18 34.56 2.157 0.0 2.000 18.668 K Factor = 8.00 to 120.0 0.0 0.0 0.0 S19 135.89 0.1345 0.0 2.000 0.269 Vel = 11.93 I S19 34.82 2.157 0.0 8.000 18.937 K Factor = 8.00 to 120.0 0.0 0.0 0.0 S20 170.71 0.2054 0.0 8.000 1.643 Vel = 14.99 I S20 36.29 2.157 T 12.307 1.750 20.580 K Factor 8.00 to 120.0 0.0 12.307 0.0 12T 207.0 0.2933 0.0 14.057 4.123 Vel = 18.17 I 12T -147.97 2.157 0.0 6.250 24.703 to 120.0 0.0 0.0 0.0 S21 59.03 0.0288 0.0 6.250 0.180 Vel = 5.18 S21 39.91 2.157 T 12.307 224.330 24.883 K Factor = 8.00 I to 120.0 0.0 12.307 0.0 22T 98.94 0.0749 0.0 236.637 17.713 Vel = 8.69 I 0.0 98.94 42.596 KFactor= 15.16 S22 34.27 2.157 0.0 6.000 18.348 K Factor = 8.00 to 120.0 0.0 0.0 0.0 S23 34.27 0.0105 0.0 6.000 0.063 Vel = 3.01 I S23 34.32 2.157 0.0 8.000 18.411 K Factor 8.00 to 120.0 0.0 0.0 0.0 S24 68.59 0.0380 0.0 8.000 0.304 Vel = 6.02 I S24 34.61 2.157 0.0 8.000 18.715 K Factor 8.00 to 120.0 0.0 0.0 0.0 S25 103.2 0.0810 0.0 8.000 0.648 Vel = 9.06 I S25 35.20 2.157 0.0 2.000 19.363 K Factor 8.00 to 120.0 0.0 0.0 0.0 S26 138.4 0.1390 0.0 2.000 0.278 Vel = 12.15 S26 35.46 2.157 0.0 8.000 19.641 K Factor 8.00 I to 120.0 0.0 0.0 0.0 S27 173.86 0.2124 0.0 8.000 1.699 Vel = 15.26 S27 36.96 2.157 T 12.307 1.750 21.340 K Factor =8.00 I to 120.0 0.0 12.307 0.0 13T 210.82 0.3034 0.0 14.057 4.265 Vel = 18.51 13T -140.34 2.157 0.0 6.250 25.605 to 120.0 0.0 0.0 0.0 I S28 70.48 0.0400 0.0 6.250 0.250 Vel = 6.19 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I S28 40.68 2.157 2T 24.613 163.000 25.855 K Factor =8.00 to 120.0 2E 12.307 36.920 0.0 301 111.16 0.0929 0.0 199.920 18.563 Vel= 9.76 I 301 -126.46 2.157 T 12.307 64.750 44.418 to 120.0 0.0 12.307 0.0 23T -15.3 -0.0024 0.0 77.057 -0.182 Vel = 1.34 0.0 I -15.30 44.236 KFactor= -2.30 8T 91.19 2.157 2T 24.613 158.080 28.008 to 120.0 0.0 24.613 0.0 I 181 91.19 0.0644 0.0 182.693 11.761 Vel= 8.01 0.0 91.19 39.769 KFactor= 14.46 I 9T 91.67 2.157 2T 24.613 158.080 27.913 to 120.0 0.0 24.613 0.0 19T 91.67 0.0650 0.0 182.693 11.875 Vel = 8.05 0.0 I 91.67 39.788 KFactor= 14.53 141 100.40 2.157 2T 24.613 167.000 30.110 to 120.0 0.0 24.613 0.0 I 311 100.4 0.0769 0.0 191.613 14.737 Vel = 8.82 311 -108.62 2.157 T 12.307 63.080 44.847 to 120.0 0.0 12.307 0.0 24T -8.22 -0.0008 0.0 75.387 -0.057 Vel = 0.72 I 0.0 -8.22 44.790 K Factor= -1.23 I 151 to 98.78 2.157 120.0 21 24.613 0.0 167.000 24.613 31.001 0.0 321 98.78 0.0746 0.0 191.613 14.302 Vel = 8.67 321 -93.05 2.157 T 12.307 63.080 45.303 120.0 0.0 12.307 0.0 I to 25T 5.73 0.0004 0.0 75.387 0.029 Vel = 0.50 0.0 5.73 45.332 K Factor = 0.85 I 161 98.78 2.157 21 24.613 167.000 31.439 to 120.0 0.0 24.613 0.0 331 98.78 0.0746 0.0 191.613 14.299 Vel = 8.67 I 331 -85.15 2.157 1 12.307 63.080 45.738 to 120.0 0.0 12.307 0.0 261 13.63 0.0019 0.0 75.387 0.144 Vel = 1.20 0.0 I 13.63 45.882 K Factor = 2.01 171 100.09 2.157 21 24.613 167.000 31.586 I to 341 100.09 120.0 0.0765 0.0 0.0 24.613 191.613 0.0 14.654 Vel = 8.79 34T -82.57 2.157 1 12.307 63.080 46.240 to 120.0 0.0 12.307 0.0 271 17.52 0.0030 0.0 75.387 0.229 Vel = 1.54 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 17.52 46.469 K Factor = 2.57 8T -91.19 2.157 T 12.307 1.000 28.008 I to 120.0 0.0 12.307 0.433 8 -91.19 -0.0643 0.0 13.307 -0.856 Vel = 8.01 0.0 -91.19 27.585 K Factor = -17.36 I 9T -91.67 2.157 T 12.307 1.000 27.913 to 120.0 0.0 12.307 0.433 9 -91.67 -0.0650 0.0 13.307 -0.865 Vel = 8.05 I 0.0 -91.67 27.481 K Factor = -17.49 lOT 146.67 2.157 T 12.307 1.000 24.610 I to 120.0 0.0 12.307 0.433 10 146.67 0.1551 0.0 13.307 2.064 Vel = 12.88 0.0 146.67 27.107 KFactor= 28.17 I liT 145.93 2.157 T 12.307 1.000 24.611 to 120.0 0.0 12.307 0.433 ii 145.93 0.1536 0.0 13.307 2.044 Vel = 12.81 1 0.0 145.93 27.088 K Factor= 28.04 12T 147.97 2.157 T 12.307 1.000 24.703 120.0 0.0 12.307 0.433 I to 12 147.97 0.1577 0.0 13.307 2.098 Vel = 12.99 0.0 147.97 27.234 K Factor = 28.35 I 13T 140.34 2.157 T 12.307 1.000 25.605 to 120.0 0.0 12.307 0.433 13 140.34 0.1429 0.0 13.307 1.902 Vel= 12.32 I 0.0 140.34 27.940 K Factor = 26.55 14T -100.40 2.157 T 12.307 1.000 30.110 120.0 0.0 12.307 0.433 I to 14 -100.4 -0.0770 0.0 13.307 -1.024 Vel = 8.82 0.0 -100.40 29.519 K Factor = -18.48 I 15T -98.78 2.157 T 12.307 1.000 31.001 to 120.0 0.0 12.307 0.433 15 -98.78 -0.0746 0.0 13.307 -0.993 Vel = 8.67 I 0.0 -98.78 30.441 K Factor = -17.90 16T -98.78 2.157 T 12.307 1.000 31.439 to 120.0 0.0 12.307 0.433 I 16 -98.78 -0.0746 0.0 13.307 -0.993 Vel = 8.67 0.0 -98.78 30.879 K Factor = -17.78 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ' 17T -100.09 2.157 T 12.307 1.000 31.586 to 120.0 0.0 12.307 10.394 17 -100.09 -0.0764 0.0 13.307 -1.017 Vel = 8.79 I 0.0 -100.09 40.963 K Factor -15.64 18T 91.19 2.157 T 12.307 1.000 39.769 120.0 0.0 12.307 0.433 I to 18 91.19 0.0643 0.0 13.307 0.856 Vel = 8.01 0.0 91.19 41.058 KFactor= 14.23 I 19T 91.67 2.157 1 12.307 1.000 39.788 to 120.0 0.0 12.307 0.433 19 91.67 0.0650 0.0 13.307 0.865 Vel = 8.05 0.0 I 91.67 41.086 KFactor= 14.30 20T 99.77 2.157 T 12.307 1.000 39.744 120.0 0.0 12.307 0.433 I to 20 99.77 0.0760 0.0 13.307 1.011 Vel = 8.76 0.0 99.77 41.188 KFactor= 15.55 I 21T 100.52 2.157 T 12.307 1.000 39.957 to 120.0 0.0 12.307 0.433 21 100.52 0.0771 0.0 13.307 1.026 Vel= 8.83 0.0 I 100.52 41.416 K Factor= 15.62 22T 98.94 2.157 T 12.307 1.000 42.596 I 22 to 120.0 98.94 0.0749 0.0 0.0 12.307 13.307 0.433 0.997 Vel = 8.69 0.0 98.94 44.026 K Factor= 14.91 I 23T -15.30 2.157 T 12.307 1.000 44.236 to 120.0 0.0 12.307 0.433 23 -15.3 -0.0024 0.0 13.307 -0.032 Vel = 1.34 0.0 I -15.30 44.637 K Factor= -2.29 24T -8.22 2.157 T 12.307 1.000 44.790 to 120.0 0.0 12.307 0.433 ' 24 -8.22 -0.0008 0.0 13.307 -0.010 Vel = 0.72 0.0 -8.22 45.213 KFactor= -1.22 I 25T 5.73 2.157 T 12.307 1.000 45.332 to 120.0 0.0 12.307 0.433 25 5.73 0.0005 0.0 13.307 0.006 Vel = 0.50 0.0 I 5.73 45.771 K Factor= 0.85 26T 13.63 2.157 T 12.307 1.000 45.882 to 120.0 0.0 12.307 0.433 26 13.63 0.0020 0.0 13.307 0.026 Vel = 1.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 0.0 13.63 46.341 K Factor= 2.00 27T 17.52 2.157 T 12.307 1.000 46.469 I to 120.0 0.0 12.307 0.433 27 17.52 0.0031 0.0 13.307 0.041 Vel = 1.54 0.0 17.52 46.943 K Factor = 2.56 I 28T 0.0 2.157 T 12.307 1.000 49.422 to 120.0 0.0 12.307 0.433 28 0.0 0.0 0.0 13.307 0.0 Vel = 0 I 0.0 0.0 49.855 K Factor = 0 29T 0.0 2.157 T 12.307 1.000 50.065 I to 120.0 0.0 12.307 0.433 29 0.0 0.0 0.0 13.307 0.0 Vel = 0 0.0 0.0 50.498 K Factor = 0 I 30T 126.45 2.157 T 12.307 1.000 44.418 to 120.0 0.0 12.307 0.433 30 126.45 0.1179 0.0 13.307 1.569 Vel = 11.10 I 0.0 126.45 46.420 K Factor= 18.56 31T 108.62 2.157 T 12.307 1.000 44.847 I to 120.0 0.0 12.307 0.433 31 108.62 0.0890 0.0 13.307 1.184 Vel = 9.54 0.0 108.62 46.464 KFactor= 15.93 I 32T 93.05 2.157 T 12.307 1.000 45.303 to 120.0 0.0 12.307 0.433 32 93.05 0.0669 0.0 13.307 0.890 Vel = 8.17 I 0.0 93.05 46.626 K Factor= 13.63 33T 85.14 2.157 T 12.307 1.000 45.738 to 120.0 0.0 12.307 0.433 I 33 85.14 0.0567 0.0 13.307 0.755 Vel = 7.48 0.0 ' 85.14 46.926 K Factor= 12.43 34T 82.57 2.157 T 12.307 1.000 46.240 to 120.0 0.0 12.307 0.433 34 82.57 0.0536 0.0 13.307 0.713 Vel = 7.25 I 0.0 82.57 47.386 K Factor= 11.99 35T 0.0 2.157 T 12.307 1.000 47.597 to 120.0 0.0 12.307 0.433 I 35 0.0 0.0 0.0 13.307 0.0 Vel = 0 0.0 0.0 48.030 K Factor = 0 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 Zest Anchors - Phase It Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 36T 0.0 2.157 T 12.307 1.000 48.241 to 120.0 0.0 12.307 0.433 36 0.0 0.0 0.0 13.307 0.0 Vet = 0 0.0 0.0 48.674 K Factor = 0 8 -91.19 3.26 0.0 12.000 27.585 to 120.0 0.0 0.0 0.0 9 -91.19 -0.0087 0.0 12.000 -0.104 Vet = 3.51 9 -91.67 3.26 0.0 12.000 27.481 to 120.0 0.0 0.0 0.0 10 -182.86 -0.0312 0.0 12.000 -0.374 Vet = 7.03 10 146.67 3.26 0.0 12.000 27.107 to 120.0 0.0 0.0 0.0 11 -36.19 -0.0016 0.0 12.000 -0.019 Vet = 1.39 11 145.93 3.26 0.0 12.000 27.088 to 120.0 0.0 0.0 0.0 12 109.74 0.0122 0.0 12.000 0.146 Vet = 4.22 12 147.97 3.26 0.0 12.000 27.234 to 120.0 0.0 0.0 0.0 13 257.71 0.0588 0.0 12.000 0.706 VeT = 9.91 13 140.34 3.26 0.0 12.000 27.940 to 120.0 0.0 0.0 0.0 14 398.05 0.1316 0.0 12.000 1.579 Vet = 15.30 14 -100.40 3.26 0.0 12.000 29.519 to 120.0 0.0 0.0 0.0 15 297.65 0.0768 0.0 12.000 0.922 Vet = 11.44 15 -98.79 3.26 0.0 12.000 30.441 to 120.0 0.0 0.0 0.0 16 198.86 0.0365 0.0 12.000 0.438 Vet = 7.64 16 -98.77 3.26 0.0 12.000 30.879 to 120.0 0.0 0.0 9.961 17 100.09 0.0102 0.0 12.000 0.123 Vet = 3.85 0.0 100.09 40.963 K Factor= 15.64 18 91.19 4.26 0.0 12.000 41.058 to 120.0 0.0 0.0 0.0 19 91.19 0.0023 0.0 12.000 0.028 Vet = 2.05 19 91.67 4.26 0.0 12.000 41.086 to 120.0 0.0 0.0 0.0 20 182.86 0.0085 0.0 12.000 0.102 Vet = 4.12 20 99.77 4.26 0.0 12.000 41.188 to 120.0 0.0 0.0 0.0 21 282.63 0.0190 0.0 12.000 0.228 Vet = 6.36 21 100.51 4.26 2E 26.334 52.000 41.416 to 120.0 0.0 26.334 0.0 22 383.14 0.0333 0.0 78.334 2.610 Vet = 8.62 22 98.94 4.26 0.0 12.000 44.026 to 120.0 0.0 0.0 0.0 23 482.08 0.0509 0.0 12.000 0.611 Vet = 10.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 13 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 23 -15.30 4.26 0.0 12.000 44.637 to 120.0 0.0 0.0 0.0 24 466.78 0.0480 0.0 12.000 0.576 Vet = 10.51 24 -8.22 4.26 0.0 12.000 45.213 to 120.0 0.0 0.0 0.0 25 458.56 0.0465 0.0 12.000 0.558 Vet = 10.32 25 5.74 4.26 0.0 12.000 45.771 I to 120.0 0.0 0.0 0.0 26 464.3 0.0475 0.0 12.000 0.570 Vel = 10.45 26 13.63 4.26 0.0 12.000 46.341 I to 120.0 0.0 0.0 0.0 27 477.93 0.0502 0.0 12.000 0.602 Vet = 10.76 27 17.52 4.26 2E 26.334 28.000 46.943 I to 120.0 0.0 26.334 0.0 28 495.45 0.0536 0.0 54.334 2.912 Vet = 11.15 28 0.0 4.26 0.0 12.000 49.855 120.0 0.0 0.0 0.0 I to 29 495.45 0.0536 0.0 12.000 0.643 Vet = 11.15 29 0.0 4.26 1 26.334 7.580 50.498 to 120.0 E 13.167 39.501 0.0 I TR 495.45 0.0536 0.0 47.081 2.524 Vet = 11.15 0.0 495.45 53.022 K Factor = 68.04 30 126.45 4.26 0.0 10.330 46.420 I to 120.0 0.0 0.0 0.0 31 126.45 0.0043 0.0 10.330 0.044 Vet = 2.85 I 31 to 108.62 4.26 120.0 0.0 0.0 12.000 0.0 46.464 0.0 32 235.07 0.0135 0.0 12.000 0.162 Vet = 5.29 32 93.05 4.26 0.0 12.000 46.626 120.0 0.0 0.0 0.0 I to 33 328.12 0.0250 0.0 12.000 0.300 Vet = 7.39 33 85.14 4.26 0.0 12.000 46.926 120.0 0.0 0.0 0.0 I to 34 413.26 0.0383 0.0 12.000 0.460 Vet = 9.30 34 82.57 4.26 0.0 12.000 47.386 to 120.0 0.0 0.0 0.0 I 35 495.83 0.0537 0.0 12.000 0.644 Vet = 11.16 35 0.0 4.26 0.0 12.000 48.030 to 120.0 0.0 0.0 0.0 36 495.83 0.0537 0.0 12.000 0.644 Vet = 11.16 I 36 0.0 4.26 E 13.167 2.500 48.674 to 120.0 0.0 13.167 0.0 MZN 495.83 0.0537 0.0 15.667 0.841 Vet = 11.16 I MZN 0.0 4.26 E 13.167 52.170 49.515 to 120.0 0.0 13.167 0.0 TR 495.83 0.0537 0.0 65.337 3.507 Vet = 11.16 TR 495.45 4.26 B 15.8 21.000 53.022 I to 120.0 0.0 15.800 9.095 BAL 991.28 0.1934 0.0 36.800 7.116 Vet = 22.31 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 14 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. I.C. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 0.0 991.28 69.233 K Factor 1i9.14 Ri 21.72 2.157 0.0 3.750 15.044 K Factor 5.60 I to 120.0 0.0 0.0 0.0 R2 21.72 0.0048 0.0 3.750 0.018 Vel = 1.91 R2 21.73 2.157 0.0 4.500 15.062 K Factor= 5.60 120.0 0.0 0.0 0.0 I to R3 43.45 0.0162 0.0 4.500 0.073 Vel = 3.81 R3 21.79 2.157 0.0 3.750 15.135 K Factor= 5.60 120.0 0.0 0.0 0.0 I to R4 65.24 0.0347 0.0 3.750 0.130 Vel = 5.73 R4 21.88 2.157 0.0 3.750 15.265 K Factor =5.60 to 120.0 0.0 0.0 0.0 R5 87.12 0.0592 0.0 3.750 0.222 Vel = 7.65 I R5 22.04 2.157 T 12.307 1.170 15.487 K Factor = 5.60 to 120.0 0.0 12.307 -2.599 LT 109.16 0.0898 0.0 13.477 1.210 Vel = 9.58 I 0.0 109.16 14.098 K Factor= 29.07 R6 22.67 2.157 0.0 3.750 16.381 K Factor = 5.60 I to 120.0 0.0 0.0 0.0 R7 22.67 0.0051 0.0 3.750 0.019 Vel = 1.99 R7 22.67 2.157 T 12.307 4.500 16.400 K Factor =5.60 120.0 0.0 12.307 -2.599 I to LT 45.34 0.0177 0.0 16.807 0.297 Vel = 3.98 0.0 45.34 14.098 K Factor = 12.08 I R8 21.69 2.157 0.0 3.750 15.000 K Factor= 5.60 to 120.0 0.0 0.0 0.0 R9 21.69 0.0045 0.0 3.750 0.017 Vel = 1.90 R9 21.70 2.157 0.0 4.500 15.017 K Factor= 5.60 I to 120.0 0.0 0.0 0.0 RiO 43.39 0.0162 0.0 4.500 0.073 Vel = 3.81 RIO 21.75 2.157 0.0 3.750 15.090 K Factor =5.60 I to 120.0 0.0 0.0 0.0 R11 65.14 0.0347 0.0 3.750 0.130 Vel = 5.72 R11 21.85 2.157 0.0 3.750 15.220 K Factor= 5.60 I to 120.0 0.0 0.0 0.0 R12 86.99 0.0589 0.0 3.750 0.221 Vel = 7.64 R12 22.01 2.157 0.0 1.170 15.441 K Factor 5.60 120.0 0.0 0.0 0.0 I to UT 109.0 0.0897 0.0 1.170 0.105 Vel = 9.57 0.0 109.00 15.546 K Factor= 27.65 I R13 21.87 2.157 0.0 3.750 15.251 K Factor= 5.60 to 120.0 0.0 0.0 0.0 R14 21.87 0.0045 0.0 3.750 0.017 Vel = 1.92 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 15 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt 'C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I R14 21.88 2.157 T 12.307 4.500 15.268 K Factor= 5.60 to 120.0 0.0 12.307 0.0 UT 43.75 0.0165 0.0 16.807 0.278 Vel = 3.84 I 0.0 43.75 15.546 KFactor= 11.10 LT 154.50 2.635 T 16.474 6.000 14.098 to 120.0 0.0 16.474 0.0 I UT 154.5 0.0644 0.0 22.474 1.448 Vel = 9.09 UT 152.75 2.635 E 8.237 11.330 15.546 120.0 T 16.474 24.711 -3.032 I to FM 307.25 0.2298 0.0 36.041 8.282 Vel = 18.08 FM 0.0 3.26 T 20.159 322.000 20.796 to 120.0 8E 75.261 95.420 0.433 RR 307.25 0.0815 0.0 417.420 34.018 Vet = 11.81 I RR 0.0 3.26 B 13.44 22.330 55.247 to 120.0 E 9.408 43.007 8.662 BAL 307.25 0.0815 T 20.159 65.337 5.324 Vel = 11.81 I BAL 991.28 4.26 0.0 2.000 69.233 to 120.0 0.0 0.0 0.650 BR 1298.53 0.3185 0.0 2.000 0.637 Vel = 29.23 BR 100.00 4.26 E 13.167 10.000 70.520 Qa = 100 I to 120.0 0.0 13.167 1.949 DI 1398.53 0.3655 0.0 23.167 8.468 Vel = 31.48 DI 0.0 5.86 E 15.749 55.000 80.937 I to 140.0 0.0 15.749 0.0 Bi 1398.53 0.0582 0.0 70.749 4.115 Vel = 16.64 Bi 0.0 6.16 T 43.037 20.000 85.052 I to 140.0 2E 40.168 83.205 3.000 * * Fixed Loss = 3 B2 1398.53 0.0456 0.0 103.205 4.707 Vel = 15.06 B2 0.0 5.86 G 3.834 110.000 92.759 to 150.0 T 38.342 42.176 -1.732 I SRC 1398.53 0.0512 0.0 152.176 7.790 Vel = 16.64 400.00 Qa = 400.00 1798.53 98.817 K Factor = 180.93 I I I I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Your Street Address 2 Poway, CA 92064 858-513-4949 Job Name : Zest Anchors - Phase II Building Location : 2875 Loker Ave East System Area 6C #2 Contract : TIC-1 524 Data File : Zest Anchors Area 6C #2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I I I I I I I I I I Western Fire Protection Inc Page Zest Anchors - Phase II Date I Project name: Zest Anchors -Phase II I Location: 2875 Loker Ave East Drawing no: Date: HYDRAULIC CALCULATIONS for I Design Remote area number: Area 6C #2 Remote area location: Receiving 143 I Occupancy classification: F-1/S-1 Density: .3 - Gpm/SqFt Area of application: 2000 - SqFt Coverage per sprinkler: 96 - SqFt I Type of sprinklers calculated: 8.0K & 5.6K Mix No. of sprinklers calculated: 39 In-rack demand: 313.403 - GPM Hose streams: 500 - GPM I Total water required (including hose streams): 1865.08 -GPM @ 97.372 -Psi Type of system: Wet Volume of dry or preaction system: N/A - Gal I Water supply information Date: 8-22-16 Location: Hydrant Directly Adjacent to Site I Source: Mission Consulting Services Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / Your Street Address 2 I Poway, CA 9206 I Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. I I I I U U I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I - - - - - Eli M - - - - liE _ - Eli M Eli Water Supply Curve C Western Fire Protection Inc Page 2 Zest Anchors - Phase II Date City Water Supply: Demand: CI - Static Pressure : 104.4 Dl - Elevation : 4.764 C2 - Residual Pressure: 93.6 D2 - System Flow :1365.04 C2 - Residual Flow : 8000 D2 - System Pressure : 97.372 Hose ( Demand) : 500 D3 - System Demand :1865.04 Safety Margin : 6.298 150 140 130 p120 R0 : 2 _______ E 100 ____ 90 - 580 •/ ____ _____ _______ ________ _________ ___________ ____________ _____________ u 70 R6° E50 40 30 20 10 .Di.. .... _ _____ F-7 ____ ____ ___________ ____ ....... ______________ 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - M - - - - - - - - - - - - - - Fittings Used Summary Western Fire Protection Inc Page 3 Zest Anchors - Phase H Date Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 I Pressure I Flow Summary - STANDARD Western Fire Protection Inc Zest Anchors - Phase II Page 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. I No. P1 18.0 11.5 14.46 na 43.74 0.3 100 7.0 P2 18.0 11.5 14.0 na 43.03 0.3 100 7.0 P3 18.0 11.5 13.89 na 42.86 0.3 100 7.0 I P4 18.0 11.5 14.23 na 43.38 0.3 100 7.0 P5 18.0 11.5 14.43 na 43.68 0.3 100 7.0 P6 18.0 11.5 14.67 na 44.05 0.3 100 7.0 P7 18.0 11.5 14.28 na 43.46 0.3 100 7.0 P8 18.0 11.5 14.5 na 43.79 0.3 100 7.0 I P9 18.0 11.5 14.81 na 44.26 0.3 100 7.0 P10 18.0 11.5 13.06 na 41.56 0.3 100 7.0 P11 18.0 11.5 13.59 na 42.39 0.3 100 7.0 P12 18.0 11.5 14.29 na 43.47 0.3 100 7.0 I P13 18.0 11.5 14.64 na 44.01 0.3 100 7.0 P14 18.0 11.5 12.93 na 41.36 0.3 100 7.0 P15 18.0 11.5 13.03 na 41.51 0.3 100 7.0 I P16 18.0 P17 18.0 11.5 11.5 13.27 13.64 na na 41.89 42.47 0.3 0.3 100 100 7.0 7.0 P18 18.0 11.5 11.58 na 39.14 0.3 100 7.0 P19 18.0 11.5 11.67 na 39.29 0.3 100 7.0 P20 18.0 11.5 11.69 na 39.32 0.3 100 7.0 P21 18.0 11.5 11.6 na 39.17 0.3 100 7.0 I P22 18.0 11.5 12.68 na 40.95 0.3 100 7.0 P23 18.0 11.5 12.14 na 40.06 0.3 100 7.0 P24 18.0 11.5 12.76 na 41.09 0.3 100 7.0 I P25 18.0 8T 24.0 11.5 13.15 25.31 na na 41.7 0.3 100 7.0 9T 24.0 25.23 na lOT 24.0 24.81 na liT 24.0 24.18 na 12T 24.0 23.19 na I A 24.0 19.38 na C 24.0 18.53 na B 24.0 18.69 na D24.0 20.53 na I 13T 24.0 20.82 na E 24.0 20.85 na F 24.0 21.23 na 30T 24.0 39.61 na G 24.0 19.71 na I 14T 24.0 19.99 na H 24.0 20.04 na 24.0 20.51 na 31T 24.0 39.88 na I J 24.0 17.85 na K 24.0 18.0 na 15T 24.0 18.97 na 24.0 19.03 na I L M 24.0 19.56 na 32T 24.0 40.18 na N 24.0 18.03 na o 24.0 18.18 na 16T 24.0 18.47 na I P 24.0 18.55 na Q 24.0 19.12 na 33T 24.0 40.56 na I R 24.0 S 24.0 15.1 15.24 na na U 24.0 15.13 na T 24.0 15.27 na V 24.0 17.26 na w 24.0 17.38 na I 17T 24.0 18.29 na I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Page 5 Zest Anchors - Phase II Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. X 24.0 18.38 na Y 24.0 19.0 na 34T 24.0 41.09 na 35T 24.0 43.28 na 36T 24.0 44.01 na 123T 24.0 19.67 na 167T 24.0 16.1 na 18T 24.0 35.81 na 19T 24.0 35.82 na 201 24.0 35.99 na 21T 24.0 36.13 na 22T 24.0 38.02 na 23T 24.0 39.46 na 24T 24.0 39.9 na 25T 24.0 40.36 na 26T 24.0 40.86 na 27T 24.0 41.42 na 28T 24.0 44.08 na 29T 24.0 44.79 na 8 23.0 24.98 na 9 23.0 24.89 na 10 23.0 24.55 na 11 23.0 23.87 na 12 23.0 22.71 na 123 23.0 21.75 na 13 23.0 21.29 na 14 23.0 20.44 na 15 23.0 19.65 na 16 23.0 19.08 na 167 23.0 18.87 na 18 23.0 37.0 na 19 23.0 37.03 na 20 23.0 37.12 na 21 23.0 37.31 na 22 23.0 39.37 na 23 23.0 39.87 na 24 23.0 40.34 na 25 23.0 40.83 na 26 23.0 41.34 na 27 23.0 41.91 na 28 23.0 44.67 na 29 23.0 45.36 na 30 23.0 41.61 na 31 23.0 41.65 na 32 23.0 41.82 na 33 23.0 42.17 na 34 23.0 42.73 na 35 23.0 43.56 na 36 23.0 44.3 na MZN 23.0 45.16 na TR 23.0 48.44 na RK1 7.25 5.6 16.11 na 22.48 1.0 1 15.0 RK2 7.25 5.6 16.13 na 22.49 1.0 1 15.0 RK3 7.25 5.6 16.21 na 22.54 1.0 1 15.0 RK4 7.25 5.6 16.35 na 22.64 1.0 1 15.0 RK5 7.25 5.6 16.63 na 22.84 1.0 1 15.0 RK6 7.25 5.6 16.99 na 23.08 1.0 1 15.0 RK7 7.25 5.6 17.5 na 23.42 1.0 1 15.0 RK8 11.0 5.6 15.0 na 21.69 1.0 1 15.0 RK9 11.0 5.6 15.02 na 21.7 1.0 1 15.0 RK10 11.0 5.6 15.09 na 21.75 1.0 1 15.0 RK11 11.0 5.6 15.22 na 21.85 1.0 1 15.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Zest Anchors - Phase II Node Elevation K-Fact Pt Pn Flow No. Actual Actual RK12 11.0 5.6 15.49 na 22.04 RK13 11.0 5.6 15.82 na 22.27 RK14 11.0 5.6 16.3 na 22.61 I LT 7.25 19.86 na UT 11.0 18.51 na U 11.0 27.38 na FM3 23.0 24.6 na RR 22.0 51.29 na I BAL 2.0 65.48 na BR 0.5 66.82 na 100.0 Dl -4.0 78.0 na B1 -4.0 82.49 na I B2 -4.0 90.61 na SRC 0.0 97.37 na 400.0 I The maximum velocity is 32.98 and it occurs in the pipe between nodes BR and Dl I I I I I I 1 I I 1 Page 6 Date Density Area Press 1.0 1 15.0 1.0 1 15.0 1.0 1 15.0 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I P1 43.74 1.049 E 2.0 6.580 14.464 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 A 43.74 0.5535 0.0 13.580 7.516 Vel = 16.24 0.0 I 43.74 19.381 K Factor = 9.94 P2 43.03 1.049 E 2.0 6.580 14.001 K Factor = 11.50 I to B 43.03 120.0 0.5370 T 5.0 0.0 7.000 13.580 -2.599 7.292 Vel = 15.97 0.0 43.03 18.694 K Factor = 9.95 I P3 42.86 1.049 E 2.0 6.580 13.893 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 C 42.86 0.5332 0.0 13.580 7.241 Vel = 15.91 0.0 I 42.86 18.535 K Factor = 9.96 P4 43.38 1.049 E 2.0 9.330 14.228 K Factor = 11.50 I to D 43.38 120.0 0.5451 T 5.0 0.0 7.000 16.330 -2.599 8.901 Vel = 16.10 0.0 43.38 20.530 K Factor = 9.57 I ps 43.68 1.049 E 2.0 9.330 14.428 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 E 43.68 0.5522 0.0 16.330 9.017 Vel = 16.22 0.0 I 43.68 20.846 K Factor = 9.57 P6 44.05 1.049 E 2.0 9.330 14.674 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 I F 44.05 0.5608 0.0 16.330 9.158 Vel = 16.35 0.0 44.05 21.233 K Factor = 9.56 P7 43.46 1.049 E 2.0 7.670 14.281 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 G 43.46 0.5470 0.0 14.670 8.024 Vel= 16.13 0.0 I 43.46 19.706 K Factor = 9.79 P8 43.79 1.049 E 2.0 7.670 14.502 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 I H 43.79 0.5547 0.0 14.670 8.138 Vel= 16.26 0.0 43.79 20.041 K Factor = 9.78 P9 44.26 1.049 E 2.0 7.670 14.813 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 I 44.26 0.5658 0.0 14.670 8.300 Vel = 16.43 I 0.0 44.26 20.514 K Factor = 9.77 P10 41.56 1.049 E 2.0 7.670 13.060 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 J 41.56 0.5036 0.0 14.670 7.388 Vet = 15.43 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 41.56 17.849 K Factor = 9.84 P11 42.39 1.049 E 2.0 6.420 13.588 K Factor = 11.50 I to 120.0 1 5.0 7.000 -2.599 K 42.39 0.5224 0.0 13.420 7.010 Vel = 15.74 0.0 42.39 17.999 K Factor = 9.99 I P12 43.47 1.049 E 2.0 6.420 14.289 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 43.47 0.5472 0.0 13.420 7.344 Vel = 16.14 I L 0.0 43.47 19.034 K Factor = 9.96 P13 44.01 1.049 E 2.0 6.420 14.645 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 M 44.01 0.5598 0.0 13.420 7.512 Vel = 16.34 0.0 44.01 19.558 K Factor = 9.95 I P14 41.36 1.049 E 2.0 8.420 12.934 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 N 41.36 0.4991 0.0 15.420 7.696 Vel = 15.35 I 0.0 41.36 18.031 K Factor = 9.74 P15 41.51 1.049 E 2.0 8.420 13.030 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 I 0 41.51 0.5025 0.0 15.420 7.749 Vel = 15.41 0.0 41.51 18.180 K Factor = 9.74 I P16 41.89 1.049 E 2.0 8.420 13.266 KFactor= 11.50 to 120.0 T 5.0 7.000 -2.599 P 41.89 0.5109 0.0 15.420 7.878 Vel = 15.55 I 0.0 41.89 18.545 K Factor = 9.73 P17 42.47 1.049 E 2.0 8.420 13.638 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to Q 42.47 0.5242 0.0 15.420 8.083 Vel = 15.77 0.0 42.47 19.122 K Factor = 9.71 I P18 39.14 1.049 E 2.0 6.580 11.582 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 R 39.14 0.4506 0.0 13.580 6.119 Vel = 14.53 I 0.0 39.14 15.102 K Factor= 10.07 P19 39.29 1.049 E 2.0 6.580 11.673 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to S 39.29 0.4538 0.0 13.580 6.163 Vel = 14.59 0.0 39.29 15.237 K Factor= 10.07 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I P20 39.32 1.049 E 2.0 6.580 11.693 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 39.32 0.4546 0.0 13.580 6.174 Vel= 14.60 I T 0.0 39.32 15.268 K Factor = 10.06 P21 39.17 1.049 E 2.0 6.580 11.603 K Factor = 11.50 120.0 1 5.0 7.000 -2.599 I to U 39.17 0.4513 0.0 13.580 6.129 Vel = 14.54 0.0 39.17 15.133 KFactor= 10.07 I P22 40.94 1.049 E 2.0 7.670 12.677 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 V 40.94 0.4898 0.0 14.670 7.186 Vel = 15.20 I 0.0 40.94 17.264 K Factor = 9.85 P23 40.06 1.049 E 2.0 9.670 12.136 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to W 40.06 0.4705 0.0 16.670 7.844 Vel = 14.87 0.0 40.06 17.381 K Factor = 9.61 I P24 41.09 1.049 E 2.0 9.670 12.764 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 X 41.09 0.4930 0.0 16.670 8.219 Vel = 15.25 I 0.0 41.09 18.384 K Factor = 9.58 P25 41.70 1.049 E 2.0 9.670 13.148 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to Y 41.7 0.5067 0.0 16.670 8.447 Vel = 15.48 0.0 41.70 18.996 K Factor = 9.57 I 8T 85.75 2.157 2T 24.613 158.080 25.311 to 120.0 0.0 24.613 0.0 18T 85.75 0.0574 0.0 182.693 10.495 Vel = 7.53 0.0 I 85.75 35.806 K Factor= 14.33 9T 86.20 2.157 2T 24.613 158.080 25.227 120.0 0.0 24.613 0.0 I to 19T 86.2 0.0580 0.0 182.693 10.597 Vel = 7.57 0.0 86.20 35.824 K Factor= 14.40 I lOT 81.32 2.157 2T 24.613 190.080 24.814 to 120.0 0.0 24.613 0.0 20T 81.32 0.0521 0.0 214.693 11.180 Vel = 7.14 0.0 I 81.32 35.994 KFactor= 13.55 liT 84.31 2.157 2T 24.613 190.080 24.177 I to 21T 84.31 120.0 0.0557 0.0 0.0 24.613 214.693 0.0 11.954 Vel = 7.40 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 84.31 36.131 KFactor 14.03 12T 94.72 2.157 21 24.613 190.080 23.192 I to 120.0 0.0 24.613 0.0 22T 94.72 0.0691 0.0 214.693 14.826 Vel = 8.32 0.0 94.72 38.018 KFactor= 15.36 I A 43.74 2.157 T 12.307 5.330 19.381 to 120.0 0.0 12.307 0.0 123T 43.74 0.0165 0.0 17.637 0.291 Vel = 3.84 I 0.0 43.74 19.672 K Factor = 9.86 C 42.86 2.157 0.0 10.000 18.535 I to 120.0 0.0 0.0 0.0 B 42.86 0.0159 0.0 10.000 0.159 Vel = 3.76 B 43.03 2.157 1 12.307 4.670 18.694 120.0 0.0 12.307 0.0 I to 1231 85.89 0.0576 0.0 16.977 0.978 Vel = 7.54 0.0 85.89 19.672 K Factor = 19.37 I D 43.38 2.157 1 12.307 5.330 20.530 to 120.0 0.0 12.307 0.0 131 43.38 0.0163 0.0 17.637 0.287 Vel = 3.81 131 -17.76 2.157 0.0 4.670 20.817 I to 120.0 0.0 0.0 0.0 E 25.62 0.0062 0.0 4.670 0.029 Vel = 2.25 E 43.68 2.157 0.0 10.000 20.846 I to 120.0 0.0 0.0 0.0 F 69.3 0.0387 0.0 10.000 0.387 Vel = 6.08 F 44.05 2.157 2T 24.613 154.000 21.233 120.0 2E 12.307 36.920 0.0 I to 30T 113.35 0.0963 0.0 190.920 18.380 Vel = 9.95 301 -126.21 2.157 1 12.307 64.750 39.613 to 120.0 2E 12.307 24.614 0.0 I 231 -12.86 -0.0017 0.0 89.364 -0.153 Vel = 1.13 0.0 -12.86 39.460 K Factor = -2.05 I G 43.46 2.157 T 12.307 5.330 19.706 to 120.0 0.0 12.307 0.0 141 43.46 0.0163 0.0 17.637 0.288 Vel = 3.82 141 -10.03 2.157 0.0 4.670 19.994 I to 120.0 0.0 0.0 0.0 H 33.43 0.0101 0.0 4.670 0.047 Vel = 2.94 I H to 43.80 2.157 120.0 0.0 0.0 10.000 0.0 20.041 0.0 77.23 0.0473 0.0 10.000 0.473 Vel = 6.78 44.26 2.157 21 24.613 152.330 20.514 to 120.0 0.0 24.613 0.0 I 311 121.49 0.1094 0.0 176.943 19.366 Vel = 10.67 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt 'C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes 31T -116.17 2.157 T 12.307 63.080 39.880 to 120.0 0.0 12.307 0.0 24T 5.32 0.0003 0.0 75.387 0.025 Vel = 0.47 I 0.0 5.32 39.905 K Factor= 0.84 J 41.56 2.157 0.0 10.000 17.849 120.0 0.0 0.0 0.0 I to K 41.56 0.0150 0.0 10.000 0.150 Vel = 3.65 K 42.39 2.157 1 12.307 5.330 17.999 I to 15T 83.95 120.0 0.0552 0.0 0.0 12.307 17.637 0.0 0.974 Vel = 7.37 15T -45.75 2.157 0.0 4.670 18.973 to 120.0 0.0 0.0 0.0 38.2 0.0131 0.0 4.670 0.061 Vel = 3.35 I L L 43.47 2.157 0.0 10.000 19.034 to 120.0 0.0 0.0 0.0 M 81.67 0.0524 0.0 10.000 0.524 Vel = 7.17 I M 44.01 2.157 2T 24.613 152.330 19.558 to 120.0 0.0 24.613 0.0 32T 125.68 0.1165 0.0 176.943 20.619 Vel= 11.03 I 32T -110.14 2.157 1 12.307 63.080 40.177 to 120.0 0.0 12.307 0.0 25T 15.54 0.0024 0.0 75.387 0.184 Vel = 1.36 0.0 I 15.54 40.361 K Factor = 2.45 N 41.36 2.157 0.0 10.000 18.031 120.0 0.0 0.0 0.0 I to 0 41.36 0.0149 0.0 10.000 0.149 Vel = 3.63 0 41.51 2.157 0.0 5.330 18.180 to 120.0 0.0 0.0 0.0 16T 82.87 0.0538 0.0 5.330 0.287 Vel = 7.28 I 16T -38.87 2.157 0.0 4.670 18.467 to 120.0 0.0 0.0 0.0 P 44.0 0.0167 0.0 4.670 0.078 Vel = 3.86 I P 41.88 2.157 0.0 10.000 18.545 to 120.0 0.0 0.0 0.0 Q 85.88 0.0577 0.0 10.000 0.577 Vel = 7.54 I 42.47 2.157 2T 24.613 152.330 19.122 to 120.0 0.0 24.613 0.0 33T 128.35 0.1212 0.0 176.943 21.437 Vel = 11.27 33T -108.16 2.157 T 12.307 63.080 40.559 I to 120.0 0.0 12.307 0.0 26T 20.19 0.0040 0.0 75.387 0.299 Vel = 1.77 0.0 I 20.19 40.858 K Factor = 3.16 R 39.14 2.157 0.0 10.000 15.102 to 120.0 0.0 0.0 0.0 S 39.14 0.0135 0.0 10.000 0.135 Vel = 3.44 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C1,or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I s 39.29 2.157 T 12.307 5.330 15.237 to 120.0 0.0 12.307 0.0 167T 78.43 0.0487 0.0 17.637 0.859 Vel = 6.89 1 0.0 78.43 16.096 K Factor = 19.55 U 39.17 2.157 0.0 10.000 15.133 120.0 0.0 0.0 0.0 I to T 39.17 0.0135 0.0 10.000 0.135 Vel = 3.44 T 39.33 2.157 T 12.307 4.670 15.268 120.0 0.0 12.307 0.0 I to 167T 78.5 0.0488 0.0 16.977 0.828 Vel = 6.89 0.0 78.50 16.096 K Factor = 19.57 I V 40.94 2.157 0.0 8.000 17.264 to 120.0 0.0 0.0 0.0 W 40.94 0.0146 0.0 8.000 0.117 Vel = 3.59 W 40.07 2.157 T 12.307 5.330 17.381 I to 120.0 0.0 12.307 0.0 171 81.01 0.0517 0.0 17.637 0.912 Vel= 7.11 I 17T to -33.32 2.157 120.0 0.0 0.0 4.670 0.0 18.293 0.0 X 47.69 0.0195 0.0 4.670 0.091 Vel = 4.19 X 41.09 2.157 0.0 10.000 18.384 120.0 0.0 0.0 0.0 I to Y 88.78 0.0612 0.0 10.000 0.612 Vel = 7.79 Y 41.70 2.157 2T 24.613 152.330 18.996 I to 34T 130.48 120.0 0.1249 0.0 0.0 24.613 176.943 0.0 22.099 Vel = 11.46 34T -109.49 2.157 1 12.307 63.080 41.095 to 120.0 0.0 12.307 0.0 27T 20.99 0.0043 0.0 75.387 0.321 Vel = 1.84 I 0.0 20.99 41.416 K Factor = 3.26 351 35.48 2.157 2T 24.613 47.080 43.280 I to 120.0 0.0 24.613 0.0 28T 35.48 0.0112 0.0 71.693 0.805 Vel = 3.12 0.0 I 35.48 44.085 K Factor = 5.34 36T 34.70 2.157 2T 24.613 47.080 44.014 to 120.0 0.0 24.613 0.0 29T 34.7 0.0108 0.0 71.693 0.773 Vel = 3.05 I 0.0 34.70 44.787 K Factor = 5.19 81 -85.75 2.157 1 12.307 1.000 25.311 I to 120.0 0.0 12.307 0.433 8 -85.75 -0.0574 0.0 13.307 -0.764 Vel = 7.53 0.0 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 13 J Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I -85.75 24.980 K Factor = -17.16 9T -86.20 2.157 T 12.307 1.000 25.227 to 120.0 0.0 12.307 0.433 I 9 -86.2 -0.0580 0.0 13.307 -0.772 Vel = 7.57 0.0 -86.20 24.888 K Factor = -17.28 lOT -81.32 2.157 T 12.307 1.000 24.814 I to 120.0 0.0 12.307 0.433 10 -81.32 -0.0521 0.0 13.307 -0.693 Vel = 7.14 I 0.0 -81.32 24.554 K Factor =-16.41 liT -84.31 2.157 T 12.307 1.000 24.177 to 120.0 0.0 12.307 0.433 -84.31 -0.0556 0.0 13.307 -0.740 Vel = 7.40 I ll 0.0 -84.31 23.870 K Factor = -17.26 12T -94.72 2.157 T 12.307 1.000 23.192 I to 120.0 0.0 12.307 0.433 12 -94.72 -0.0691 0.0 13.307 -0.919 Vel = 8.32 I 0.0 -94.72 22.706 K Factor = -19.88 123T 129.63 2.157 T 12.307 1.000 19.672 to 120.0 0.0 12.307 0.433 123 129.63 0.1235 0.0 13.307 1.643 Vel= 11.38 I 0.0 129.63 21.748 K Factor= 27.80 13T 17.76 2.157 T 12.307 1.000 20.817 I to 120.0 0.0 12.307 0.433 13 17.76 0.0032 0.0 13.307 0.042 Vel= 1.56 0.0 I 17.76 21.292 K Factor= 3.85 14T 10.03 2.157 T 12.307 1.000 19.994 to 120.0 0.0 12.307 0.433 14 10.03 0.0011 0.0 13.307 0.015 Vel = 0.88 I 0.0 10.03 20.442 KFactor = 2.22 I 15T to 45.75 2.157 120.0 T 12.307 0.0 1.000 12.307 18.973 0.433 15 45.75 0.0180 0.0 13.307 0.240 Vel = 4.02 0.0 45.75 19.646 K Factor = 10.32 I 16T 38.88 2.157 T 12.307 1.000 18.467 to 120.0 0.0 12.307 0.433 16 38.88 0.0133 0.0 13.307 0.177 Vel = 3.41 I 0.0 38.88 19.077 K Factor = 8.90 I 167T to 156.92 2.157 120.0 T 12.307 0.0 1.000 12.307 16.096 0.433 167 156.92 0.1758 0.0 13.307 2.339 Vel = 13.78 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 14 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 156.92 18.868 KFactor= 36.13 I 171 to 33.32 2.157 120.0 T 12.307 0.0 1.000 12.307 18.293 10.394 17 33.32 0.0100 0.0 13.307 0.133 Vel = 2.93 0.0 33.32 28.820 K Factor = 6.21 I 18T 85.75 2.157 T 12.307 1.000 35.806 to 120.0 0.0 12.307 0.433 18 85.75 0.0575 0.0 13.307 0.765 Vel = 7.53 I 0.0 85.75 37.004 K Factor = 14.10 191 86.20 2.157 T 12.307 1.000 35.824 I to 120.0 0.0 12.307 0.433 19 86.2 0.0580 0.0 13.307 0.772 Vel = 7.57 0.0 86.20 37.029 K Factor = 14.17 I 201 81.32 2.157 T 12.307 1.000 35.994 to 120.0 0.0 12.307 0.433 20 81.32 0.0521 0.0 13.307 0.693 Vel = 7.14 I 0.0 81.32 37.120 KFactor= 13.35 211 84.31 2.157 T 12.307 1.000 36.131 120.0 0.0 12.307 0.433 I to 21 84.31 0.0557 0.0 13.307 0.741 Vel = 7.40 0.0 84.31 37.305 K Factor = 13.80 I 22T 94.72 2.157 T 12.307 1.000 38.018 to 120.0 0.0 12.307 0.433 22 94.72 0.0691 0.0 13.307 0.919 Vel = 8.32 1 0.0 94.72 39.370 KFactor= 15.10 231 -12.86 2.157 1 12.307 1.000 39.460 120.0 0.0 12.307 0.433 I to 23 -12.86 -0.0017 0.0 13.307 -0.023 Vel = 1.13 0.0 -12.86 39.870 K Factor = -2.04 I 24T 5.32 2.157 T 12.307 1.000 39.905 to 120.0 0.0 12.307 0.433 24 5.32 0.0003 0.0 13.307 0.004 Vel = 0.47 I 0.0 5.32 40.342 K Factor = 0.84 25T 15.54 2.157 1 12.307 1.000 40.361 to 120.0 0.0 12.307 0.433 I 25 15.54 0.0024 0.0 13.307 0.032 Vel = 1.36 0.0 15.54 40.826 K Factor = 2.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 15 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes I 26T 20.19 2.157 T 12.307 1.000 40.858 to 120.0 0.0 12.307 0.433 26 20.19 0.0039 0.0 13.307 0.052 Vet = 1.77 I 0.0 20.19 41.343 KFactor= 3.14 27T 20.99 2.157' T 12.307 1.000 41.416 to 120.0 0.0 12.307 0.433 I 27 20.99 0.0042 0.0 13.307 0.056 Vet = 1.84 0.0 20.99 41.905 K Factor = 3.24 281 I 35.48 2.157 1 12.307 1.000 44.085 to 120.0 0.0 12.307 0.433 28 35.48 0.0113 0.0 13.307 0.150 Vet = 3.12 I 0.0 35.48 44.668 K Factor = 5.31 29T 34.70 2.157 T 12.307 1.000 44.787 120.0 0.0 12.307 0.433 Ito 29 34.7 0.0107 0.0 13.307 0.143 Vet = 3.05 0.0 ' 34.70 45.363 K Factor = 5.15 30T 126.21 2.157 T 12.307 1.000 39.613 to 120.0 0.0 12.307 0.433 30 126.21 0.1175 0.0 13.307 1.563 VeI= 11.08 I 0.0 126.21 41.609 KFactor= 19.57 31T 116.16 2.157 T 12.307 1.000 39.880 120.0 0.0 12.307 0.433 I to 31 116.16 0.1007 0.0 13.307 1.340 VeI= 10.20 0.0 116.16 41.653 K Factor = 18.00 32T I 110.13 2.157 1 12.307 1.000 40.177 to 120.0 0.0 12.307 0.433 32 110.13 0.0913 0.0 13.307 1.215 Vet = 9.67 0.0 I 110.13 41.825 KFactor= 17.03 33T 108.16 2.157 T 12.307 1.000 40.559 to ' 120.0 0.0 12.307 0.433 33 108.16 0.0883 0.0 13.307 1.175 Vet= 9.50 0.0 108.16 42.167 KFactor= 16.66 I 34T 109.48 2.157 T 12.307 1.000 41.095 to 120.0 0.0 12.307 0.433 34 109.48 0.0903 0.0 13.307 1.201 Vet = 9.61 0.0 I 109.48 42.729 K Factor = 16.75 351 -35.48 2.157 1 12.307 1.000 43.280 I to 35 -35.48 120.0 -0.0112 0.0 0.0 12.307 13.307 0.433 -0.149 Vet = 3.12 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 16 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 0.0 -35.48 43.564 K Factor= -5.38 361 -34.70 2.157 T 12.307 1.000 44.014 I to 120.0 0.0 12.307 0.433 36 -34.7 -0.0107 0.0 13.307 -0.143 Vet = 3.05 0.0 -34.70 44.304 K Factor = -5.21 I 8 -85.75 3.26 0.0 12.000 24.980 to 120.0 0.0 0.0 0.0 9 -85.75 -0.0077 0.0 12.000 -0.092 Vet = 3.30 9 -86.19 3.26 0.0 12.000 24.888 to 120.0 0.0 0.0 0.0 10 -171.94 -0.0278 0.0 12.000 -0.334 Vet = 6.61 10 -81.32 3.26 0.0 12.000 24.554 I to 120.0 0.0 0.0 0.0 11 -253.26 -0.0570 0.0 12.000 -0.684 Vet = 9.73 I 11 to -84,31 3.26 120.0 0.0 0.0 12.000 0.0 23.870 0.0 12 -337.57 -0.0970 0.0 12.000 -1.164 Vet = 12.98 12 -94.72 3.26 0.0 6.250 22.706 120.0 0.0 0.0 0.0 I to 123 -432.29 -0.1533 0.0 6.250 -0.958 Vet = 16.62 123 129.63 3.26 0.0 5.750 21.748 I to 13 -302.66 120.0 -0.0793 0.0 0.0 0.0 5.750 0.0 -0.456 Vet = 11.63 13 17.76 3.26 0.0 12.000 21.292 to 120.0 0.0 0.0 0.0 14 -284.9 -0.0708 0.0 12.000 -0.850 Vet = 10.95 I 14 10.03 3.26 0.0 12.000 20.442 to 120.0 0.0 0.0 0.0 15 -274.87 -0.0663 0.0 12.000 -0.796 Vet = 10.57 I 15 45.75 3.26 0.0 12.000 19.646 to 120.0 0.0 0.0 0.0 16 -229.12 -0.0474 0.0 12.000 -0.569 Vet = 8.81 I 16 38.88 3.26 0.0 6.250 19.077 to 120.0 0.0 0.0 0.0 167 -190.24 -0.0334 0.0 6.250 -0.209 Vet = 7.31 167 156.92 3.26 0.0 6.250 18.868 I to 120.0 0.0 0.0 9.961 17 -33.32 -0.0014 0.0 6.250 -0.009 Vet = 1.28 I 0.0 -33.32 28.820 K Factor= -6.21 18 85.75 4.26 0.0 12.000 37.004 to 120.0 0.0 0.0 0.0 19 85.75 0.0021 0.0 12.000 0.025 Vet = 1.93 I 19 86.19 4.26 0.0 12.000 37.029 to 120.0 0.0 0.0 0.0 20 171.94 0.0076 0.0 12.000 0.091 Vet = 3.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 17 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftng's Total Fe Pv Pf Pn Notes I 20 81.32 4.26 0.0 12.000 37.120 to 120.0 0.0 0.0 0.0 21 253.26 0.0154 0.0 12.000 0.185 Vel = 5.70 I 21 84.31 4.26 2E 26.334 52.000 37.305 to 120.0 0.0 26.334 0.0 22 337.57 0.0264 0.0 78.334 2.065 Vel = 7.60 22 94.72 4.26 0.0 12.000 39.370 I to 120.0 0.0 0.0 0.0 23 432.29 0.0417 0.0 12.000 0.500 Vet = 9.73 23 -12.86 4.26 0.0 12.000 39.870 I to 120.0 0.0 0.0 0.0 24 419.43 0.0393 0.0 12.000 0.472 Vel = 9.44 24 5.33 4.26 0.0 12.000 40.342 120.0 0.0 0.0 0.0 I to 25 424.76 0.0403 0.0 12.000 0.484 Vel = 9.56 25 15.54 4.26 0.0 12.000 40.826 120.0 0.0 0.0 0.0 I to 26 440.3 0.0431 0.0 12.000 0.517 Vel = 9.91 26 20.19 4.26 0.0 12.000 41.343 to 120.0 0.0 0.0 0.0 I 27 460.49 0.0468 0.0 12.000 0.562 Vel = 10.37 27 20.99 4.26 2E 26.334 28.000 41.905 to 120.0 0.0 26.334 0.0 28 481.48 0.0509 0.0 54.334 2.763 Vel = 10.84 I 28 .35.49 4.26 0.0 12.000 44.668 to 120.0 0.0 0.0 0.0 29 516.97 0.0579 0.0 12.000 0.695 Vel = 11.64 I 29 34.70 4.26 T 26.334 7.580 45.363 to 120.0 E 13.167 39.501 0.0 TR 551.67 0.0654 0.0 47.081 3.079 Vel = 12.42 0.0 I 551.67 48.442 K Factor= 79.26 30 126.21 4.26 0.0 10.330 41.609 I to 31 126.21 120.0 0.0043 0.0 0.0 0.0 10.330 0.0 0.044 Vel = 2.84 31 116.17 4.26 0.0 12.000 41.653 to 120.0 0.0 0.0 0.0 32 242.38 0.0143 0.0 12.000 0.172 Vel = 5.46 I 32 110.13 4.26 0.0 12.000 41.825 to 120.0 0.0 0.0 0.0 33 352.51 0.0285 0.0 12.000 0.342 Vel = 7.93 I 33 108.16 4.26 0.0 12.000 42.167 to 120.0 0.0 0.0 0.0 34 460.67 0.0468 0.0 12.000 0.562 Vel = 10.37 I 34 109.48 4.26 0.0 12.000 42.729 to 120.0 0.0 0.0 0.0 35 570.15 0.0696 0.0 12.000 0.835 Vet = 12.83 35 -35.48 4.26 0.0 12.000 43.564 I to 120.0 0.0 0.0 0.0 36 534.67 0.0617 0.0 12.000 0.740 Vel = 12.04 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 18 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 36 -34.70 4.26 E 13.167 2.500 44.304 to 120.0 0.0 13.167 0.0 MZN 499.97 0.0545 0.0 15.667 0.854 Vel = 11.25 MZN 0.0 4.26 E 13.167 47.080 45.158 to 120.0 0.0 13.167 0.0 TR 499.97 0.0545 0.0 60.247 3.284 Vel = 11.25 TR 551.66 4.26 B 15.8 21.000 48.442 I to 120.0 0.0 15.800 9.095 BAL 1051.63 0.2157 0.0 36.800 7.939 Vel = 23.67 0.0 I 1051.63 65.476 K Factor = 129.96 RK1 22.48 2.157 0.0 3.750 16.111 K Factor= 5.60 to 120.0 0.0 0.0 0.0 I RK2 22.48 0.0051 0.0 3.750 0.019 Vel = 1.97 RK2 22.49 2.157 0.0 4.500 16.130 K Factor = 5.60 to 120.0 0.0 0.0 0.0 RK3 44.97 0.0173 0.0 4.500 0.078 Vel = 3.95 I RK3 22.54 2.157 0.0 3.750 16.208 K Factor = 5.60 to 120.0 0.0 0.0 0.0 RK4 67.51 0.0368 0.0 3.750 0.138 Vel = 5.93 I RK4 22.64 2.157 0.0 4.500 16.346 K Factor = 5.60 to 120.0 0.0 0.0 0.0 RK5 90.15 0.0631 0.0 4.500 0.284 Vel = 7.92 RK5 22.84 2.157 0.0 3.750 16.630 K Factor = 5.60 I to 120.0 0.0 0.0 0.0 RK6 112.99 0.0957 0.0 3.750 0.359 Vel = 9.92 I RK6 to 23.08 2.157 120.0 0.0 0.0 3.750 0.0 16.989 0.0 K Factor = 5.60 RK7 136.07 0.1349 0.0 3.750 0.506 Vel = 11.95 RK7 23.43 2.157 T 12.307 0.750 17.495 K Factor = 5.60 120.0 0.0 12.307 0.0 I to LT 159.5 0.1811 0.0 13.057 2.364 Vel = 14.00 0.0 159.50 19.859 K Factor = 35.79 I RK8 21.69 2.157 0.0 3.750 15.000 K Factor= 5.60 to 120.0 0.0 0.0 0.0 RK9 21.69 0.0045 0.0 3.750 0.017 Vel = 1.90 I RK9 21.70 2.157 0.0 4.500 15.017 K Factor= 5.60 to 120.0 0.0 0.0 0.0 RK10 43.39 0.0162 0.0 4.500 0.073 Vel = 3.81 RK10 21.75 2.157 0.0 3.750 15.090 K Factor = 5.60 I to 120.0 0.0 0.0 0.0 RK11 65.14 0.0347 0.0 3.750 0.130 Vel = 5.72 RK11 21.85 2.157 0.0 4.500 15.220 K Factor= 5.60 I to 120.0 0.0 0.0 0.0 RK12 86.99 0.0589 0.0 4.500 0.265 Vel = 7.64 RK12 22.04 2.157 0.0 3.750 15.485 K Factor = 5.60 to 120.0 0.0 0.0 0.0 I RK13 109.03 0.0896 0.0 3.750 0.336 Vel = 9.57 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 19 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I RK13 22.27 2.157 0.0 3.750 15.821 K Factor = 5.60 to 120.0 0.0 0.0 0.0 RK14 131.3 0.1264 0.0 3.750 0.474 Vet = 11.53 RK14 22.61 2.157 T 12.307 0.750 16.295 K Factor = 5.60 I to 120.0 0.0 12.307 0.0 UT 153.91 0.1696 0.0 13.057 2.214 Vet = 13.51 0.0 I 153.91 18.509 K Factor= 35.77 LT 159.50 2.635 0.0 4.000 19.859 to 120.0 0.0 0.0 -1.624 I UT 159.5 0.0685 0.0 4.000 0.274 Vet = 9.38 UT 153.90 2.635 E 8.237 12.500 18.509 to 120.0 T 16.474 24.711 0.0 313.4 0.2383 0.0 37.211 8.869 Vet = 18.44 I TT TT 0.0 3.26 T 20.159 8.500 27.378 to 120.0 0.0 20.159 -5.197 FM3 313.4 0.0845 0.0 28.659 2.423 Vet = 12.05 FM3 0.0 3.26 7E 65.854 244.670 24.604 to 120.0 0.0 65.854 0.433 RR 313.4 0.0845 0.0 310.524 26.253 Vet = 12.05 RR 0.0 3.26 B 13.44 22.330 51.290 l to 120.0 E 9.408 43.007 8.662 BAL 313.4 0.0845 T 20.159 65.337 5.524 Vet = 12.05 l BAL to 1051.64 4.26 120.0 0.0 0.0 2.000 0.0 65.476 0.650 BR 1365.04 0.3490 0.0 2.000 0.698 Vet = 30.73 BR 100.00 4.26 E 13.167 10.000 66.824 Qa= 100 120.0 0.0 13.167 1.949 I to Dl 1465.04 0.3983 0.0 23.167 9.228 Vet = 32.98 Dl 0.0 5.86 E 15.749 55.000 78.001 140.0 0.0 15.749 0.0 I to Bi 1465.04 0.0634 0.0 70.749 4.485 Vet = 17.43 Bi 0.0 6.16 T 43.037 20.000 82.486 to 140.0 2E 40.168 83.205 3.000 * * Fixed Loss = 3 I B2 1465.04 0.0497 0.0 103.205 5.129 Vet = 15.77 B2 0.0 5.86 G 3.834 110.000 90.615 to 150.0 T 38.342 42.176 -1.732 SRC 1465.04 0.0558 0.0 152.176 8.489 Vet = 17.43 I 400.00 Qa = 400.00 1865.04 97.372 K Factor = 189.00 I I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design Western Fire Protection Inc 13630 Danielson St. Your Street Address 2 Poway, CA 92064 858-513-4949 Job Name : Zest Anchors - Phase II Building Location : 2875 Loker Ave East System : Area 6D Contract TIC-1524 Data File : Zest Anchors Area 6D.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Western Fire Protection Inc Page I Zest Anchors - Phase II Date I Project name: Zest Anchors -Phase II I Location: 2875 Loker Ave East Drawing no: Date: HYDRAULIC CALCULATIONS for I Design Remote area number: Area 6D Remote area location: Receiving 142 Occupancy classification: F-1/S-1 I Density: .3 - GpmlSqFt Area of application: 2000 - SqFt Coverage per sprinkler: 100 - SqFt I Type of sprinklers calculated: 11.50K & 5.6K Mix No. of sprinklers calculated: 30 In-rack demand: 110.343 -GPM Hose streams: 500 - GPM I Total water required (including hose streams): 1434.552 -GPM @ 62.558 -Psi Type of system: Wet Volume of dry or preaction system: N/A - Gal I Water supply information Date: 8-22-16 Location: Hydrant Directly Adjacent to Site I Source: Mission Consulting Services Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / Your Street Address 2 / Poway, CA 9206 I Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken I prior to data entry. U 1 I I 1 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - - - - TEE --- Water Supply Curve C Western Fire Protection Inc Page 2 Zest Anchors - Phase II Date City Water Supply: Demand: CI - Static Pressure : 104.4 Dl - Elevation : 2.165 C2 - Residual Pressure: 93.6 D2 - System Flow : 934.55 C2 - Residual Flow : 8000 D2 - System Pressure : 62.558 Hose ( Demand) : 500 D3 - System Demand : 1434.55 Safety Margin : 41.393 150 140 130 p120 R11° • E 100 C2 90 s 80 U70 R6° E5° 40 30 20 -- 10 -- 10000 3000 4000 .5000 6000 7000 8000 9000 FLOW ( N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - - - - M = - m M M M - - - - - - Fittings Used Summary Western Fire Protection Inc Page 3 Zest Anchors - Phase II - Date Fitting Legend Abbrev. Name Y2 % 1 11/4 11/2 2 2V2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 T NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Flow Actual Density Area Press Req. 34.32 0.3 100 7.0 33.75 0.3 100 7.0 33.62 0.3 100 7.0 34.03 0.3 100 7.0 34.27 0.3 100 7.0 34.57 0.3 100 7.0 34.09 0.3 100 7.0 34.35 0.3 100 7.0 34.73 0.3 100 7.0 32.56 0.3 100 7.0 33.23 0.3 100 7.0 34.09 0.3 100 7.0 34.52 0.3 100 7.0 32.4 0.3 100 7.0 32.52 0.3 100 7.0 32.82 0.3 100 7.0 33.29 0.3 100 7.0 30.62 0.3 100 7.0 30.74 0.3 100 7.0 30.77 0.3 100 7.0 30.65 0.3 100 7.0 32.07 0.3 100 7.0 31.36 0.3 100 7.0 32.18 0.3 100 7.0 32.67 0.3 100 7.0 Pn na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na Pressure / Flow Summary - STANDARD Western Fire Protection Inc I Zest Anchors - Phase II Node No. Elevation K-Fact Pt Actual P1 18.0 11.5 8.9 P2 18.0 11.5 8.61 P3 18.0 11.5 8.54 ' P4 18.0 11.5 8.75 P5 18.0 11.5 8.88 P6 18.0 11.5 9.04 P7 18.0 11.5 8.79 P8 18.0 11.5 8.92 P9 18.0 11.5 9.12 P10 18.0 11.5 8.02 P11 18.0 11.5 8.35 18.0 11.5 8.79 P12 P13 18.0 11.5 9.01 P14 18.0 11.5 7.94 P15 18.0 11.5 8.0 P16 18.0 11.5 8.15 P17 18.0 11.5 8.38 P18 18.0 11.5 7.09 P19 18.0 11.5 7.15 P20 18.0 11.5 7.16 P21 P22 18.0 18.0 11.5 11.5 7.1 7.78 P23 18.0 11.5 7.44 P24 18.0 11.5 7.83 P25 18.0 11.5 8.07 8T 24.0 14.89 9T 24.0 14.84 lOT 24.0 14.58 liT 24.0 14.17 12T A 24.0 24.0 13.54 11.1 C 24.0 10.56 B 24.0 10.67 D 24.0 11.84 13T 24.0 12.02 E 24.0 12.04 F 24.0 12.29 30T 24.0 24.04 G 24.0 11.31 14T 24.0 11.49 H 24.0 11.52 24.0 11.82 31T 24.0 24.22 24.0 10.12 J K 24.0 10.22 15T 24.0 10.84 L 24.0 10.87 M 24.0 11.21 32T 24.0 24.41 N 24.0 10.24 0 24.0 10.33 24.0 10.51 16T P 24.0 10.56 Q 24.0 10.93 33T 24.0 24.65 R 24.0 8.38 s 24.0 8.46 U 24.0 8.4 T 24.0 8.48 V 24.0 9.75 17T w 24.0 24.0 9.82 10.4 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Page 5 Zest Anchors - Phase II Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. X 24.0 10.46 na Y 24.0 10.85 na 341 24.0 25.0 na 35T 24.0 26.39 na 36T 24.0 26.85 na 123T 24.0 11.29 na 167T 24.0 9.01 na 18T 24.0 21.61 na 19T 24.0 21.62 na 20T 24.0 21.73 na 211 24.0 21.82 na 22T 24.0 23.02 na 23T 24.0 23.95 na 24T 24.0 24.23 na 25T 24.0 24.52 na 26T 24.0 24.84 na 271 24.0 25.2 na 28T 24.0 26.9 na 29T 24.0 27.34 na 8 23.0 14.84 na 9 23.0 14.78 na 10 23.0 14.57 na 11 23.0 14.13 na 12 23.0 13.38 na 123 23.0 12.77 na 13 23.0 12.48 na 14 23.0 11.93 na 15 23.0 11.42 na 16 23.0 11.06 na 167 23.0 10.93 na 18 23.0 22.53 na 19 23.0 22.55 na 20 23.0 22.61 na 21 23.0 22.72 na 22 23.0 24.04 na 23 23.0 24.36 na 24 23.0 24.67 na 25 23.0 24.98 na 26 23.0 25.31 na 27 23.0 25.66 na 28 23.0 27.42 na 29 23.0 27.87 na 30 23.0 25.47 na 31 23.0 25.51 na 32 23.0 25.62 na 33 23.0 25.83 na 34 23.0 26.19 na 35 23.0 26.72 na 36 23.0 27.2 na MZN 23.0 27.74 na TR 23.0 29.83 na Ri 5.0 5.6 15.0 na 21.69 1.0 1 15.0 R2 5.0 5.6 15.05 na 21.73 1.0 1 15.0 R3 5.0 5.6 15.3 na 21.9 1.0 1 15.0 R4 5.0 5.6 15.74 na 22.21 1.0 1 15.0 R5 5.0 5.6 16.59 na 22.81 1.0 1 15.0 TT 5.0 27.08 na FM4 22.0 29.78 na RR 22.0 34.52 na BAL 2.0 43.99 na BR 0.5 44.98 na 100.0 Dl -4.0 51.78 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Page 6 Zest Anchors - Phase II Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Bi -4.0 54.14 na B2 -4.0 59.83 na SRC 0.0 62.56 na 400.0 The maximum velocity is 23.29 and it occurs in the pipe between nodes BR and Dl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 I Zest Anchors - Phase U Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I P1 34.32 1.049 E 2.0 6.580 8.904 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 A 34.32 0.3533 0.0 13.580 4.798 Vel = 12.74 0.0 I 34.32 11.103 KFactor= 10.30 P2 33.75 1.049 E 2.0 6.580 8.612 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to B 33.75 0.3426 0.0 13.580 4.653 Vel = 12.53 0.0 33.75 10.666 KFactor= 10.33 I P3 33.62 1.049 E 2.0 6.580 8.544 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 C 33.62 0.3401 0.0 13.580 4.619 Vel = 12.48 0.0 I 33.62 10.564 K Factor= 10.34 P4 34.03 1.049 E 2.0 9.330 8.755 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 I D 34.03 0.3478 0.0 16.330 5.680 Vel = 12.63 0.0 34.03 11.836 K Factor = 9.89 P5 34.27 1.049 E 2.0 9.330 8.881 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 E 34.27 0.3525 0.0 16.330 5.756 Vel = 12.72 0.0 I 34.27 12.038 K Factor = 9.88 P6 34.57 1.049 E 2.0 9.330 9.036 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 34.57 0.3582 0.0 16.330 5.849 Vel = 12.83 I F 0.0 34.57 12.286 K Factor = 9.86 P7 34.09 1.049 E 2.0 7.670 8.786 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 G 34.09 0.3489 0.0 14.670 5.119 Vel = 12.66 I 34.09 0.0 11.306 KFactor= 10.14 P8 34.35 1.049 E 2.0 7.670 8.924 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 H 34.35 0.3541 0.0 14.670 5.195 Vel = 12.75 I 0.0 34.35 11.520 KFactor= 10.12 P9 34.73 1.049 E 2.0 7.670 9.119 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 I 34.73 0.3612 0.0 14.670 5.299 Vel = 12.89 0.0 I 34.73 11.819 KFactor= 10.10 1310 32.56 1.049 E 2.0 7.670 8.016 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 J 32.56 0.3206 0.0 14.670 4.703 Vel = 12.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 0.0 32.56 10.120 KFactor= 10.24 I P11 to 33.23 1.049 120.0 E T 2.0 5.0 6.420 7.000 8.348 -2.599 K Factor = 11.50 K 33.23 0.3329 0.0 13.420 4.467 Vel = 12.34 0.0 33.23 10.216 KFactor= 10.40 I P12 34.09 1.049 E 2.0 6.420 8.789 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 34.09 0.3490 0.0 13.420 4.684 Vel = 12.66 I L 0.0 34.09 10.874 K Factor= 10.34 P13 34.52 1.049 E 2.0 6.420 9.011 K Factor = 11.50 I to 120.0 1 5.0 7.000 -2.599 M 34.52 0.3572 0.0 13.420 4.794 Vel = 12.81 0.0 34.52 11.206 KFactor= 10.31 I P14 32.40 1.049 E 2.0 8.420 7.937 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 32.4 0.3176 0.0 15.420 4.898 Vel = 12.03 I N 0.0 32.40 10.236 KFactor= 10.13 P15 32.52 1.049 E 2.0 8.420 7.997 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 0 32.52 0.3199 0.0 15.420 4.933 Vel = 12.07 0.0 32.52 10.331 KFactor= 10.12 I P16 32.82 1.049 E 2.0 8.420 8.145 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 P 32.82 0.3254 0.0 15.420 5.018 Vel = 12.18 I 0.0 32.82 10.564 KFactor= 10.10 P17 33.29 1.049 E 2.0 8.420 8.378 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to Q 33.29 0.3339 0.0 15.420 5.149 Vel = 12.36 0.0 33.29 10.928 K Factor = 10.07 I P18 30.62 1.049 E 2.0 6.580 7.091 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 R 30.62 0.2862 0.0 13.580 3.886 Vel = 11.37 I 0.0 30.62 8.378 K Factor= 10.58 P19 30.74 1.049 E 2.0 6.580 7.147 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to S 30.74 0.2884 0.0 13.580 3.916 VeI= 11.41 0.0 30.74 8.464 K Factor= 10.57 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftngs Total Pe Pv Pf Pn Notes I P20 30.77 1.049 E 2.0 6.580 7.160 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 T 30.77 0.2888 0.0 13.580 3.922 Vel = 11.42 I 0.0 30.77 8.483 K Factor = 10.56 P21 30.65 1.049 E 2.0 6.580 7.103 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to U 30.65 0.2867 0.0 13.580 3.894 Vet = 11.38 0.0 30.65 8.398 K Factor = 10.58 I P22 32.07 1.049 E 2.0 7.670 7.776 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 V 32.07 0.3117 0.0 14.670 4.572 Vel = 11.91 I 0.0 32.07 9.749 KFactor= 10.27 P23 31.36 1.049 E 2.0 9.670 7.437 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to W 31.36 0.2991 0.0 16.670 4.986 Vet = 11.64 0.0 31.36 9.824 KFactor= 10.01 I P24 32.18 1.049 E 2.0 9.670 7.830 KFactor = 11.50 to 120.0 T 5.0 7.000 -2.599 X 32.18 0.3137 0.0 16.670 5.230 Vel = 11.95 P 0.0 32.18 10.461 K Factor = 9.95 P25 32.67 1.049 E 2.0 9.670 8.070 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to Y 32.67 0.3226 0.0 16.670 5.378 Vel = 12.13 0.0 32.67 10.849 K Factor = 9.92 8T 67.35 2.157 21 24.613 158.080 14.894 to 120.0 0.0 24.613 0.0 18T 67.35 0.0368 0.0 182.693 6.715 Vel = 5.91 0.0 I 67.35 21.609 K Factor= 14.49 9T 67.71 2.157 21 24.613 158.080 14.840 120.0 0.0 24.613 0.0 I to 19T 67.71 0.0371 0.0 182.693 6.780 Vel = 5.94 0.0 67.71 21.620 KFactor= 14.56 P 10T 63.87 2.157 2T 24.613 190.080 14.576 to 120.0 0.0 24.613 0.0 201 63.87 0.0333 0.0 214.693 7.153 Vel = 5.61 0.0 I 63.87 21.729 KFactor= 13.70 liT 66.23 2.157 21 24.613 190.080 14.169 I to 211 66.23 120.0 0.0356 0.0 0.0 24.613 214.693 0.0 7.648 Vet = 5.81 Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes I 0.0 66.23 21.817 KFactor= 14.18 I 12T to 74.40 2.157 120.0 2T 24.613 0.0 190.080 24.613 13.538 0.0 22T 74.4 0.0442 0.0 214.693 9.486 Vel = 6.53 0.0 74.40 23.024 KFactor= 15.51 I A 34.32 2.157 1 12.307 5.330 11.103 to 120.0 0.0 12.307 0.0 123T 34.32 0.0106 0.0 17.637 0.187 Vel = 3.01 I 0.0 34.32 11.290 KFactor= 10.21 C 33.62 2.157 0.0 10.000 10.564 I to 120.0 0.0 0.0 0.0 B 33.62 0.0102 0.0 10.000 0.102 Vel = 2.95 B 33.74 2.157 T 12.307 4.670 10.666 120.0 0.0 12.307 0.0 I to 123T 67.36 0.0368 0.0 16.977 0.624 Vel = 5.91 0.0 67.36 11.290 K Factor = 20.05 I D 34.03 2.157 T 12.307 5.330 11.836 to 120.0 0.0 12.307 0.0 13T 34.03 0.0104 0.0 17.637 0.183 Vel = 2.99 I 13T -13.84 2.157 0.0 4.670 12.019 to 120.0 0.0 0.0 0.0 E 20.19 0.0041 0.0 4.670 0.019 Vel = 1.77 E 34.27 2.157 0.0 10.000 12.038 I to 120.0 0.0 0.0 0.0 F 54.46 0.0248 0.0 10.000 0.248 Vel = 4.78 F 34.57 2.157 2T 24.613 154.000 12.286 I to 120.0 2E 12.307 36.920 0.0 301 89.03 0.0616 0.0 190.920 11.756 Vel = 7.82 30T -99.04 2.157 2E 12.307 64.670 24.042 to 120.0 T 12.307 24.614 0.0 I 23T -10.01 -0.0011 0.0 89.284 -0.096 Vel = 0.88 0.0 -10.01 23.946 K Factor = -2.05 I G 34.09 2.157 T 12.307 5.330 11.306 to 120.0 0.0 12.307 0.0 14T 34.09 0.0104 0.0 17.637 0.184 Vel = 2.99 141 -8.19 2.157 0.0 4.670 11.490 I to 120.0 0.0 0.0 0.0 H 25.9 0.0064 0.0 4.670 0.030 Vel = 2.27 H 34.36 2.157 0.0 10.000 11.520 I to 120.0 0.0 0.0 0.0 I 60.26 0.0299 0.0 10.000 0.299 Vel = 5.29 I 34.73 2.157 21 24.613 154.000 11.819 I to 120.0 0.0 24.613 0.0 31T 94.99 0.0694 0.0 178.613 12.399 Vel = 8.34 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 31T -91.13 2.157 T 12.307 63.000 24.218 to 120.0 0.0 12.307 0.0 24T 3.86 0.0002 0.0 75.307 0.014 Vel = 0.34 I 0.0 3.86 24.232 K Factor = 0.78 J 32.56 2.157 0.0 10.000 10.120 120.0 0.0 0.0 0.0 I to K 32.56 0.0096 0.0 10.000 0.096 Vel = 2.86 K 33.23 2.157 T 12.307 5.330 10.216 120.0 0.0 12.307 0.0 I to 15T 65.79 0.0352 0.0 17.637 0.621 Vel = 5.78 15T -36.14 2.157 0.0 4.670 10.837 to 120.0 0.0 0.0 0.0 I L 29.65 0.0079 0.0 4.670 0.037 Vel = 2.60 L 34.10 2.157 0.0 10.000 10.874 to 120.0 0.0 0.0 0.0 M 63.75 0.0332 0.0 10.000 0.332 Vel = 5.60 M I 34.52 2.157 2T 24.613 154.000 11.206 to 120.0 0.0 24.613 0.0 32T 98.27 0.0739 0.0 178.613 13.204 Vel = 8.63 I 32T -86.27 2.157 T 12.307 63.000 24.410 to 120.0 0.0 12.307 0.0 25T 12.0 0.0015 0.0 75.307 0.113 Vel = 1.05 0.0 I 12.00 24.523 K Factor = 2.42 N 32.40 2.157 0.0 10.000 10.236 o I to 32.4 120.0 0.0095 0.0 0.0 0.0 10.000 0.0 0.095 Vel = 2.84 o 32.52 2.157 0.0 5.330 10.331 to 120.0 0.0 0.0 0.0 16T 64.92 0.0343 0.0 5.330 0.183 Vel = 5.70 I 16T -30.67 2.157 0.0 4.670 10.514 to 120.0 0.0 0.0 0.0 P 34.25 0.0107 0.0 4.670 0.050 Vel = 3.01 P I 32.82 2.157 0.0 10.000 10.564 to 120.0 0.0 0.0 0.0 Q 67.07 0.0364 0.0 10.000 0.364 Vel = 5.89 I 33.28 2.157 2T 24.613 154.000 10.928 to 120.0 0.0 24.613 0.0 331 100.35 0.0768 0.0 178.613 13.726 Vel = 8.81 33T -84.68 2.157 T 12.307 63.000 24.654 to I 120.0 0.0 12.307 0.0 26T 15.67 0.0025 0.0 75.307 0.186 Vel = 1.38 I 15.67 0.0 24.840 KFactor= 3.14 R 30.62 2.157 0.0 10.000 8.378 to 120.0 0.0 0.0 0.0 S 30.62 0.0086 0.0 10.000 0.086 Vel = 2.69 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn Notes I s 30.75 2.157 T 12.307 5.330 8.464 to 120.0 0.0 12.307 0.0 167T 61.37 0.0310 0.0 17.637 0.546 Vel = 5.39 I 0.0 61.37 9.010 KFactor= 20.45 U 30.65 2.157 0.0 10.000 8.398 120.0 0.0 0.0 0.0 I to T 30.65 0.0085 0.0 10.000 0.085 Vel = 2.69 T 30.77 2.157 T 12.307 4.670 8.483 120.0 0.0 12.307 0.0 I to 167T 61.42 0.0310 0.0 16.977 0.527 Vel = 5.39 0.0 61.42 9.010 KFactor= 20.46 I V 32.07 2.157 0.0 8.000 9.749 to 120.0 0.0 0.0 0.0 W 32.07 0.0094 0.0 8.000 0.075 Vel = 2.82 31.36 2.157 T 12.307 5.330 9.824 1 W to 120.0 0.0 12.307 0.0 17T 63.43 0.0329 0.0 17.637 0.580 Vel = 5.57 I 17T to -26.27 2.157 120.0 0.0 0.0 4.670 0.0 10.404 0.0 X 37.16 0.0122 0.0 4.670 0.057 Vel = 3.26 X 32.18 2.157 0.0 10.000 10.461 120.0 0.0 0.0 0.0 I to Y 69.34 0.0388 0.0 10.000 0.388 Vel = 6.09 Y 32.66 2.157 2T 24.613 154.000 10.849 I to 34T 102.0 120.0 0.0792 0.0 0.0 24.613 178.613 0.0 14.147 Vel= 8.96 34T -85.70 2.157 T 12.307 63.000 24.996 to 120.0 0.0 12.307 0.0 27T 16.3 0.0027 0.0 75.307 0.200 Vel = 1.43 I 0.0 16.30 25.196 K Factor = 3.25 35T 27.77 2.157 2T 24.613 47.000 26.386 I to 120.0 0.0 24.613 0.0 28T 27.77 0.0071 0.0 71.613 0.511 Vel = 2.44 0.0 I 27.77 26.897 K Factor = 5.35 36T 27.15 2.157 2T 24.613 47.000 26.854 to 120.0 0.0 24.613 0.0 29T 27.15 0.0068 0.0 71.613 0.490 Vel = 2.38 I 0.0 27.15 27.344 KFactor = 5.19 8T -67.35 2.157 T 12.307 1.000 14.894 I to 120.0 0.0 12.307 0.433 8 -67.35 -0.0367 0.0 13.307 -0.489 Vel = 5.91 0.0 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 13 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt 'C" Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn Notes I -67.35 14.838 K Factor = -17.48 9T -67.71 2.157 1 12.307 1.000 14.840 to 120.0 0.0 12.307 0.433 I 9 -67.71 -0.0371 0.0 13.307 -0.494 Vel = 5.94 0.0 -67.71 14.779 K Factor = -17.61 lOT -63.87 2.157 T 12.307 1.000 14.576 I to 120.0 0.0 12.307 0.433 10 -63.87 -0.0333 0.0 13.307 -0.443 Vel = 5.61 I 0.0 -63.87 14.566 K Factor = -16.74 liT -66.23 2.157 T 12.307 1.000 14.169 to 120.0 0.0 12.307 0.433 I ll -66.23 -0.0356 0.0 13.307 -0.474 Vel = 5.81 0.0 -66.23 14.128 K Factor = -17.62 12T -74.40 2.157 T 12.307 1.000 13.538 I to 120.0 0.0 12.307 0.433 12 -74.4 -0.0442 0.0 13.307 -0.588 Vel = 6.53 I 0.0 -74.40 13.383 K Factor = -20.34 123T 101.68 2.157 T 12.307 1.000 11.290 to 120.0 0.0 12.307 0.433 123 101.68 0.0787 0.0 13.307 1.047 Vel = 8.93 I 0.0 101.68 12.770 KFactor= 28.45 13T 13.84 2.157 T 12.307 1.000 12.019 I to 120.0 0.0 12.307 0.433 13 13.84 0.0020 0.0 13.307 0.027 Vel = 1.22 0.0 I 13.84 12.479 K Factor = 3.92 14T 8.18 2.157 T 12.307 1.000 11.490 to 120.0 0.0 12.307 0.433 14 8.18 0.0008 0.0 13.307 0.010 Vel = 0.72 I 0.0 8.18 11.933 K Factor = 2.37 I 15T to 36.13 2.157 120.0 T 12.307 0.0 1.000 12.307 10.837 0.433 15 36.13 0.0116 0.0 13.307 0.154 Vel = 3.17 0.0 I 36.13 11.424 K Factor = 10.69 16T 30.67 2.157 1 12.307 1.000 10.514 to 120.0 0.0 12.307 0.433 16 30.67 0.0086 0.0 13.307 0.115 Vel = 2.69 I 0.0 30.67 11.062 K Factor = 9.22 I 167T to 122.79 2.157 120.0 T 12.307 0.0 1.000 12.307 9.010 0.433 167 122.79 0.1116 0.0 13.307 1.485 Vel = 10.78 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 14 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 0.0 122.79 10.928 KFactor= 37.14 I 171 to 26.27 2.157 120.0 T 12.307 0.0 1.000 12.307 10.404 10.394 17 26.27 0.0065 0.0 13.307 0.086 Vel = 2.31 0.0 26.27 20.884 K Factor= 5.75 I 181 67.35 2.157 T 12.307 1.000 21.609 to 120.0 0.0 12.307 0.433 18 67.35 0.0367 0.0 13.307 0.489 Vel = 5.91 I 0.0 67.35 22.531 K Factor = 14.19 I 191 to 67.71 2.157 120.0 1 12.307 0.0 1.000 12.307 21.620 0.433 19 67.71 0.0371 0.0 13.307 0.494 Vel = 5.94 0.0 67.71 22.547 K Factor = 14.26 I 201 63.87 2.157 1 12.307 1.000 21.729 to 120.0 0.0 12.307 0.433 20 63.87 0.0333 0.0 13.307 0.443 Vel = 5.61 I 0.0 63.87 22.605 KFactor= 13.43 211 66.23 2.157 1 12.307 1.000 21.817 I to 120.0 0.0 12.307 0.433 21 66.23 0.0356 0.0 13.307 0.474 Vel = 5.81 0.0 66.23 22.724 K Factor = 13.89 I 22T 74.40 2.157 1 12.307 1.000 23.024 to 120.0 0.0 12.307 0.433 22 74.4 0.0442 0.0 13.307 0.588 Vel = 6.53 I 0.0 74.40 24.045 K Factor= 15.17 23T -10.01 2.157 1 12.307 1.000 23.946 120.0 0.0 12.307 0.433 I to 23 -10.01 -0.0011 0.0 13.307 -0.014 Vel = 0.88 0.0 -10.01 24.365 K Factor = -2.03 I 241 3.86 2.157 T 12.307 1.000 24.232 to 120.0 0.0 12.307 0.433 24 3.86 0.0002 0.0 13.307 0.002 Vel = 0.34 I 0.0 3.86 24.667 K Factor = 0.78 251 12.00 2.157 1 12.307 1.000 24.523 to 120.0 0.0 12.307 0.433 I 25 12.0 0.0015 0.0 13.307 0.020 Vel = 1.05 0.0 12.00 24.976 K Factor = 2.40 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 15 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn Notes I 26T 15.67 2.157 T 12.307 1.000 24.840 to 120.0 0.0 12.307 0.433 26 15.67 0.0025 0.0 13.307 0.033 Vel = 1.38 I 0.0 15.67 25.306 KFactor= 3.11 27T 16.30 2.157 T 12.307 1.000 25.196 120.0 0.0 12.307 0.433 I to 27 16.3 0.0027 0.0 13.307 0.036 Vel = 1.43 0.0 16.30 25.665 K Factor = 3.22 I 28T 27.77 2.157 T 12.307 1.000 26.897 to 120.0 0.0 12.307 0.433 28 27.77 0.0071 0.0 13.307 0.095 Vel = 2.44 I 0.0 27.77 27.425 K Factor = 5.30 29T 27.15 2.157 T 12.307 1.000 27.344 120.0 0.0 12.307 0.433 I to 29 27.15 0.0068 0.0 13.307 0.091 Vel = 2.38 0.0 27.15 27.868 K Factor = 5.14 I 30T 99.04 2.157 T 12.307 1.000 24.042 to 120.0 0.0 12.307 0.433 30 99.04 0.0751 0.0 13.307 0.999 Vel = 8.70 I 0.0 99.04 25.474 K Factor= 19.62 31T 91.12 2.157 T 12.307 1.000 24.218 to 120.0 0.0 12.307 0.433 I 31 91.12 0.0643 0.0 13.307 0.855 Vel = 8.00 0.0 91.12 25.506 KFactor= 18.04 32T 86.27 2.157 T 12.307 1.000 24.410 to 120.0 0.0 12.307 0.433 32 86.27 0.0581 0.0 13.307 0.773 Vel = 7.57 0.0 I 86.27 25.616 KFactor= 17.05 33T 84.69 2.157 T 12.307 1.000 24.654 120.0 0.0 12.307 0.433 I to 33 84.69 0.0561 0.0 13.307 0.747 Vel = 7.44 0.0 84.69 25.834 K Factor= 16.66 I 34T 85.71 2.157 T 12.307 1.000 24.996 to 120.0 0.0 12.307 0.433 34 85.71 0.0573 0.0 13.307 0.763 Vel = 7.53 0.0 I 85.71 26.192 K Factor= 16.75 35T -27.77 2.157 T 12.307 1.000 26.386 I to 35 -27.77 120.0 -0.0071 0.0 0.0 12.307 13.307 0.433 -0.095 Vel = 2.44 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 16 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 0.0 -27.77 26.724 K Factor= -5.37 I 36T to -27.15 2.157 T 120.0 12.307 0.0 1.000 12.307 26.854 0.433 36 -27.15 -0.0068 0.0 13.307 -0.091 Vel = 2.38 0.0 -27.15 27.196 K Factor = -5.21 I 8 -67.35 3.26 0.0 12.000 14.838 to 120.0 0.0 0.0 0.0 -67.35 -0.0049 0.0 12.000 -0.059 Vel = 2.59 9 I -67.71 3.26 0.0 12.000 14.779 to 120.0 0.0 0.0 0.0 10 -135.06 -0.0177 0.0 12.000 -0.213 Vel = 5.19 I 10 -63.88 3.26 0.0 12.000 14.566 to 120.0 0.0 0.0 0.0 11 -198.94 -0.0365 0.0 12.000 -0.438 Vel = 7.65 -66.23 3.26 0.0 12.000 14.128 I ll to 120.0 0.0 0.0 0.0 12 -265.17 -0.0621 0.0 12.000 -0.745 Vel = 10.19 I 12 to -74.40 3.26 120.0 0.0 0.0 6.250 0.0 13.383 0.0 123 -339.57 -0.0981 0.0 6.250 -0.613 Vel = 13.05 123 101.68 3.26 0.0 5.750 12.770 120.0 0.0 0.0 0.0 I to 13 -237.89 -0.0506 0.0 5.750 -0.291 Vel = 9.14 13 13.84 3.26 0.0 12.000 12.479 I to 14 -224.05 120.0 -0.0455 0.0 0.0 0.0 12.000 0.0 -0.546 Vel = 8.61 14 8.18 3.26 0.0 12.000 11.933 to 120.0 0.0 0.0 0.0 15 -215.87 -0.0424 0.0 12.000 -0.509 Vel = 8.30 I 15 36.13 3.26 0.0 12.000 11.424 to 120.0 0.0 0.0 0.0 16 -179.74 -0.0302 0.0 12.000 -0.362 Vel = 6.91 16 I 30.68 3.26 0.0 6.250 11.062 to 120.0 0.0 0.0 0.0 167 -149.06 -0.0214 0.0 6.250 -0.134 Vel = 5.73 I 167 122.79 3.26 0.0 6.250 10.928 to 120.0 0.0 0.0 9.961 17 -26.27 -0.0008 0.0 6.250 -0.005 Vel = 1.01 0.0 I -26.27 20.884 K Factor= -5.75 18 67.35 4.26 0.0 12.000 22.531 to 19 67.35 120.0 0.0013 0.0 0.0 0.0 12.000 0.0 0.016 Vel = 1.52 19 67.71 4.26 0.0 12.000 22.547 to 120.0 0.0 0.0 0.0 20 135.06 0.0048 0.0 12.000 0.058 Vel = 3.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 17 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt u Ref. Point Qt 'C' Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn Notes I 20 63.88 4.26 0.0 12.000 22.605 to 120.0 0.0 0.0 0.0 21 198.94 0.0099 0.0 12.000 0.119 Vel = 4.48 I 21 66.23 4.26 2E 26.334 52.000 22.724 to 120.0 0.0 26.334 0.0 22 265.17 0.0169 0.0 78.334 1.321 Vel = 5.97 22 74.40 4.26 0.0 12.000 24.045 I to 120.0 0.0 0.0 0.0 23 339.57 0.0267 0.0 12.000 0.320 Vel = 7.64 23 -10.01 4.26 0.0 12.000 24.365 I to 120.0 0.0 0.0 0.0 24 329.56 0.0252 0.0 12.000 0.302 Vel = 7.42 24 3.86 4.26 0.0 12.000 24.667 I to 120.0 0.0 0.0 0.0 25 333.42 0.0258 0.0 12.000 0.309 Vel = 7.51 25 12.00 4.26 0.0 12.000 24.976 120.0 0.0 0.0 0.0 I to 26 345.42 0.0275 0.0 12.000 0.330 Vel = 7.78 26 15.66 4.26 0.0 12.000 25.306 to 120.0 0.0 0.0 0.0 I 27 361.08 0.0299 0.0 12.000 0.359 Vel = 8.13 27 16.30 4.26 2E 26.334 28.000 25.665 to 120.0 0.0 26.334 0.0 28 377.38 0.0324 0.0 54.334 1.760 Vel = 8.49 I 28 27.77 4.26 0.0 12.000 27.425 to 120.0 0.0 0.0 0.0 29 405.15 0.0369 0.0 12.000 0.443 Vel = 9.12 I 29 27.15 4.26 T 26.334 7.670 27.868 to 120.0 E 13.167 39.501 0.0 TR 432.3 0.0417 0.0 47.171 1.965 Vel = 9.73 0.0 I 432.30 29.833 K Factor = 79.15 30 99.04 4.26 0.0 12.000 25.474 120.0 0.0 0.0 0.0 I to 31 99.04 0.0027 0.0 12.000 0.032 Vel = 2.23 31 91.12 4.26 0.0 12.000 25.506 to 120.0 0.0 0.0 0.0 I 32 190.16 0.0092 0.0 12.000 0.110 Vel = 4.28 32 86.27 4.26 0.0 12.000 25.616 to 120.0 0.0 0.0 0.0 33 276.43 0.0182 0.0 12.000 0.218 Vel = 6.22 I 33 84.69 4.26 0.0 12.000 25.834 to 120.0 0.0 0.0 0.0 34 361.12 0.0298 0.0 12.000 0.358 Vel = 8.13 I 34 85.71 4.26 0.0 12.000 26.192 to 120.0 0.0 0.0 0.0 35 446.83 0.0443 0.0 12.000 0.532 Vel = 10.06 35 -27.77 4.26 0.0 12.000 26.724 I to 120.0 0.0 0.0 0.0 36 419.06 0.0393 0.0 12.000 0.472 Vel = 9.43 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 18 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 36 -27.16 4.26 E 13.167 2.500 27.196 to 120.0 0.0 13.167 0.0 MZN 391.9 0.0347 0.0 15.667 0.544 Vel = 8.82 I MZN 0.0 4.26 E 13.167 47.080 27.740 to 120.0 0.0 13.167 0.0 TR 391.9 0.0347 0.0 60.247 2.093 Vel = 8.82 TR 432.31 4.26 B 15.8 21.000 29.833 I to 120.0 0.0 15.800 9.095 BAL 824.21 0.1374 0.0 36.800 5.058 Vel = 18.55 I 0.0 824.21 43.986 K Factor = 124.27 Ri 21.69 1.682 0.0 3.500 15.000 K Factor= 5.60 to 120.0 0.0 0.0 0.0 I R2 21.69 0.0151 0.0 3.500 0.053 Vel = 3.13 R2 21.73 1.682 0.0 4.500 15.053 K Factor = 5.60 to 120.0 0.0 0.0 0.0 R3 43.42 0.0549 0.0 4.500 0.247 Vel = 6.27 I R3 21.90 1.682 0.0 3.750 15.300 K Factor = 5.60 to 120.0 0.0 0.0 0.0 R4 65.32 0.1165 0.0 3.750 0.437 Vel = 9.43 l R4 22.21 1.682 0.0 4.250 15.737 K Factor = 5.60 to 120.0 0.0 0.0 0.0 R5 87.53 0.2002 0.0 4.250 0.851 Vel = 12.64 R5 22.81 1.682 E 4.95 19.250 16.588 K Factor = 5.60 I to 120.0 T 9.9 14.850 0.0 TT 110.34 0.3076 0.0 34.100 10.489 Vel = 15.93 I TT to 0.0 1.682 120.0 T 9.9 0.0 22.830 9.900 27.077 -7.363 FM4 110.34 0.3076 0.0 32.730 10.068 Vel = 15.93 FM4 0.0 3.26 8E 75.261 311.580 29.782 120.0 0.0 75.261 0.0 I to RR 110.34 0.0123 0.0 386.841 4.741 Vel = 4.24 RR 0.0 3.26 B 13.44 22.330 34.523 I to BAL 110.34 120.0 0.0123 E T 9.408 20.159 43.007 65.337 8.662 0.801 Vel = 4.24 BAL 824.21 4.26 0.0 2.000 43.986 to 120.0 0.0 0.0 0.650 BR 934.55 0.1730 0.0 2.000 0.346 Vel = 21.04 I BR 100.00 4.26 E 13.167 10.000 44.982 Qa100 to 120.0 0.0 13.167 1.949 Dl 1034.55 0.2093 0.0 23.167 4.848 Vel = 23.29 I Dl 0.0 5.86 E 15.749 55.000 51.779 to 140.0 0.0 15.749 0.0 Bi 1034.55 0.0333 0.0 70.749 2.356 Vel = 12.31 I Bi 0.0 6.16 T 43.037 20.000 54.135 to 140.0 2E 40.168 83.205 3.000 * * Fixed Loss = 3 B2 1034.55 0.0261 0.0 103.205 2.695 Vel = 11.14 B2 0.0 5.86 G 3.834 110.000 59.830 I to 150.0 T 38.342 42.176 -1.732 SRC 1034.55 0.0293 0.0 152.176 4.460 Vel = 12.31 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Zest Anchors - Phase II Hyd. Qa Dia. Fitting Pipe Pt Pt I Ref. I.C.or Ftngs Pe Pv Point Qt PfIFt Eqv. Ln. Total Pf Pn Page 19 Date Notes I 400.00 1434.55 I I I I I I I I I I I I I I Qa = 400.00 62.558 K Factor = 181.37 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection b, Computer Design Western Fire Protection Inc 13630 Danielson St. Your Street Address 2 Poway, CA 92064 858-513-4949 Job Name : Zest Anchors - Phase II Building Location : 2875 Loker Ave East System : Area 6E Contract : TIC-1 524 Data File : Zest Anchors Area 6E.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Western Fire Protection Inc Page Zest Anchors - Phase II Date I Project name: Zest Anchors -Phase II I Location: 2875 Loker Ave East Drawing no: Date: HYDRAULIC CALCULATIONS for I Design Remote area number: Area 6E Remote area location: Receiving 143 Occupancy classification: F-1/S-1 I Density: .4 - GpmlSqFt Area of application: 2000 - SqFt Coverage per sprinkler: 100 - SqFt I Type of sprinklers calculated: 11.5K No. of sprinklers calculated: 23 In-rack demand: N/A - GPM Hose streams: 500 - GPM I Total water required (including hose streams): 1455.898 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 8-22-16 Location: Hydrant Directly Adjacent to Site Source: Mission Consulting Services @ 78.284-Psi Name of contractor: Western Fire Protection Inc Address: 13630 Danielson St. / Your Street Address 2 / Poway, CA 9206 Phone number: 858-513-4949 Name of designer: C Hollands Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I - - - - M - - M M - - _ - - = - Water Supply Curve C Western Fire Protection Inc Page 2 Zest Anchors - Phase II Date City Water Supply: Demand: Cl - Static Pressure : 104.4 Dl - Elevation : 9.528 C2 - Residual Pressure: 93.6 D2 - System Flow : 955.9 C2 - Residual Flow : 8000 D2 - System Pressure : 78.284 Hose ( Demand) : 500 D3 - System Demand :1455.9 Safety Margin : 25.654 150 140 130 p120 R° yr E 100 - G2 D S 90 80 u 70 13 R6° E5° 40 30 20 10 DI •_I_ .I I I __________________________ _____________________________ 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - M - - - - = M M ii _ - -- Fittings Used Summary Western Fire Protection Inc Page 3 Zest Anchors - Phase II Date Fitting Legend Abbrev. Name '/4 3/4 1 1% 1% 2 2'/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 I Pressure I Flow Summary - STANDARD Western Fire Protection Inc Page 4 Zest Anchors - Phase II Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. P1 18.0 11.5 13.7 na P2 18.0 11.5 13.89 na P3 18.0 11.5 14.01 na P4 18.0 11.5 12.93 na P5 18.0 11.5 13.11 na P6 18.0 11.5 13.23 na P7 18.0 11.5 12.27 na P8 18.0 11.5 12.43 na P9 18.0 11.5 12.55 na P10 18.0 11.5 12.6 na P11 18.0 11.5 12.19 na P12 18.0 11.5 12.1 na P13 18.0 11.5 12.54 na P14 18.0 11.5 12.74 na P15 18.0 11.5 12.93 na P16 18.0 11.5 13.23 na P17 18.0 11.5 13.46 na P18 18.0 11.5 13.68 na P19 18.0 11.5 12.56 na P20 18.0 11.5 13.07 na P21 18.0 11.5 13.76 na P22 18.0 11.5 14.0 na P23 18.0 11.5 13.55 na A 24.0 18.17 na lOT 24.0 18.45 na B 24.0 18.45 na C 24.0 18.62 na D 24.0 18.03 na liT 24.0 18.29 na E 24.0 18.3 na F 24.0 18.49 na G 24.0 17.96 na 12T 24.0 18.21 na H 24.0 18.22 na 24.0 18.41 na J 24.0 16.61 na K 24.0 16.01 na L 24.0 15.87 na M 24.0 18.03 na 13T 24.0 18.28 na N 24.0 18.35 na 0 24.0 18.65 na 30T 24.0 33.73 na P 24.0 18.11 na 14T 24.0 18.38 na Q 24.0 18.46 na R 24.0 18.79 na 31T 24.0 34.01 na S 24.0 17.09 na 1 24.0 17.23 na 15T 24.0 18.17 na U 24.0 18.25 na V 24.0 18.6 na 32T 24.0 34.32 na W 24.0 18.99 na 8T 24.0 19.78 na 9T 24.0 19.7 na 16T 24.0 19.27 na 33T 24.0 34.76 na 17T 24.0 20.04 na 34T 24.0 35.23 na 123T 24.0 16.87 na I I 11 I I I I I I I I I I I I I I I 42.57 0.4 100 7.0 42.86 0.4 100 7.0 43.04 0.4 100 7.0 41.36 0.4 100 7.0 41.64 0.4 100 7.0 41.83 0.4 100 7.0 40.29 0.4 100 7.0 40.55 0.4 100 7.0 40.75 0.4 100 7.0 40.82 0.4 100 7.0 40.16 0.4 100 7.0 40.0 0.4 100 7.0 40.73 0.4 100 7.0 41.05 0.4 100 7.0 41.35 0.4 100 7.0 41.83 0.4 100 7.0 42.19 0.4 100 7.0 42.53 0.4 100 7.0 40.76 0.4 100 7.0 41.57 0.4 100 7.0 42.66 0.4 100 7.0 43.03 0.4 100 7.0 42.34 0.4 100 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Western Fire Protection Inc Zest Anchors - Phase II Node Elevation K-Fact Pt Pn Flow No. Actual Actual 18T 24.0 29.86 na 19T 24.0 29.88 na 20T 24.0 29.91 na U 211 24.0 30.08 na 22T 24.0 32.24 na 23T 24.0 33.58 na 24T 24.0 34.03 na 24.0 34.48 na 251 261 24.0 34.98 na 27T 24.0 35.52 na 28T 24.0 38.28 na 29T 24.0 38.88 na 35T 24.0 36.54 na 36T 24.0 37.14 na 8 23.0 19.48 na 23.0 19.39 na 9 10 23.0 19.07 na 11 23.0 18.88 na 12 23.0 18.77 na 123 23.0 18.75 na 13 23.0 18.77 na 14 23.0 18.86 na 15 23.0 18.99 na 16 23.0 19.29 na 167 18 23.0 23.0 19.36 31.03 na na 19 23.0 31.05 na 20 23.0 31.14 na 21 23.0 31.33 na 22 23.0 33.48 na 23 23.0 33.99 na 24 23.0 34.46 na 25 23.0 34.94 na 26 27 23.0 23.0 35.45 36.01 na na 28 23.0 38.72 na 29 23.0 39.32 na 30 23.0 35.49 na 31 23.0 35.52 na 32 23.0 35.66 na 33 23.0 35.94 na 34 23.0 36.37 na 35 23.0 36.97 na 36 23.0 37.58 na MZN 23.0 38.37 na TR 23.0 41.66 na BAL 2.0 57.41 na 0.5 58.42 na 100.0 BR Dl -4.0 65.41 na B1 -4.0 67.85 na B2 -4.0 73.65 na SRC -4.0 78.28 na 400.0 The maximum velocity is 23.77 and it occurs in the pipe between nodes BR and Dl I I Page 5 Date Density Area Press U Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 6 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. I.C.or Ftngs Fe Pv Notes u Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I P1 42.57 1.049 E 2.0 6.420 13.703 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 A 42.57 0.5265 0.0 13.420 7.065 Vel = 15.80 I 0.0 42.57 18.169 K Factor = 9.99 P2 42.86 1.049 E 2.0 6.420 13.892 K Factor = 11.50 120.0 1 5.0 7.000 -2.599 I to B 42.86 0.5331 0.0 13.420 7.154 Vel = 15.91 0.0 42.86 18.447 K Factor = 9.98 I P3 43.04 1.049 E 2.0 6.420 14.009 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 C 43.04 0.5373 0.0 13.420 7.210 Vel = 15.98 0.0 I 43.04 18.620 K Factor = 9.97 P4 41.36 1.049 E 2.0 8.420 12.935 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to D 41.36 0.4990 0.0 15.420 7.695 Vel = 15.35 0.0 41.36 18.031 K Factor = 9.74 I P5 41.64 1.049 E 2.0 8.420 13.108 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 E 41.64 0.5053 0.0 15.420 7.792 Vel = 15.46 0.0 I 41.64 18.301 KFactor = 9.73 P6 41.83 1.049 E 2.0 8.420 13.232 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 I F 41.83 0.5097 0.0 15.420 7.859 Vel = 15.53 0.0 41.83 18.492 K Factor = 9.73 I P7 40.29 1.049 E 2.0 10.420 12.274 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 G 40.29 0.4755 0.0 17.420 8.283 Vel = 14.96 0.0 I 40.29 17.958 K Factor = 9.51 P8 40.55 1.049 E 2.0 10.420 12.434 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 I H 40.55 0.4812 0.0 17.420 8.383 Vel = 15.05 0.0 40.55 18.218 K Factor = 9.50 P9 40.75 1.049 E 2.0 10.420 12.554 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 I 40.75 0.4854 0.0 17.420 8.456 Vel = 15.13 I 0.0 40.75 18.411 K Factor = 9.50 P10 40.82 1.049 E 2.0 6.580 12.599 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 J 40.82 0.4871 0.0 13.580 6.615 Vel = 15.15 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 7 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes I Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 40.82 16.615 KFactor= 10.01 P11 40.16 1.049 E 2.0 6.580 12.193 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 K 40.16 0.4725 0.0 13.580 6.417 Vel = 14.91 0.0 40.16 16.011 KFactor= 10.04 I P12 40.00 1.049 E 2.0 6.580 12.098 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 40.0 0.4691 0.0 13.580 6.371 Vel = 14.85 I L 0.0 40.00 15.870 K Factor= 10.04 P13 40.73 1.049 E 2.0 9.670 12.541 K Factor = 11.50 I to 120.0 T 5.0 7.000 -2.599 M 40.73 0.4850 0.0 16.670 8.085 Vet = 15.12 0.0 40.73 18.027 K Factor = 9.59 I P14 41.05 1.049 E 2.0 9.670 12.741 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 N 41.05 0.4921 0.0 16.670 8.204 Vel = 15.24 I 0.0 41.05 18.346 K Factor = 9.58 P15 41.35 1.049 E 2.0 9.670 12.930 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 I 0 41.35 0.4989 0.0 16.670 8.316 Vel = 15.35 0.0 41.35 18.647 K Factor = 9.58 I P16 41.83 1.049 E 2.0 7.670 13.231 KFactor= 11.50 to 120.0 T 5.0 7.000 -2.599 P 41.83 0.5097 0.0 14.670 7.477 Vel = 15.53 I 0.0 41.83 18.109 K Factor = 9.83 P17 42.19 1.049 E 2.0 7.670 13.459 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to Q 42.19 0.5178 0.0 14.670 7.596 Vet = 15.66 0.0 42.19 18.456 KFactor = 9.82 I P18 42.53 1.049 E 2.0 7.670 13.680 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 R 42.53 0.5256 0.0 14.670 7.711 Vel = 15.79 I 0.0 42.53 18.792 K Factor = 9.81 P19 40.76 1.049 E 2.0 7.670 12.560 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to S 40.76 0.4857 0.0 14.670 7.125 Vel = 15.13 0.0 40.76 17.086 K Factor = 9.86 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams Western Fire Protection Inc Page 8 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt I.C.or Pf/Ft Eqv. Ln. Ftngs Total Pe Pv Pf Pn Notes I P20 41.57 1.049 E 2.0 6.420 13.068 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 T 41.57 0.5039 0.0 13.420 6.762 Vel = 15.43 I 0.0 41.57 17.231 K Factor= 10.01 P21 42.66 1.049 E 2.0 6.420 13.761 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to U 42.66 0.5285 0.0 13.420 7.093 Vel = 15.84 0.0 42.66 18.255 K Factor = 9.98 I P22 43.03 1.049 E 2.0 6.420 13.998 K Factor = 11.50 to 120.0 T 5.0 7.000 -2.599 V 43.03 0.5369 0.0 13.420 7.205 Vel = 15.97 I 0.0 43.03 18.604 K Factor = 9.98 P23 42.34 1.049 E 2.0 8.420 13.554 K Factor = 11.50 120.0 T 5.0 7.000 -2.599 I to W 42.34 0.5212 0.0 15.420 8.037 Vel = 15.72 0.0 42.34 18.992 K Factor = 9.72 I A 42.57 2.157 T 12.307 5.330 18.169 to 120.0 0.0 12.307 0.0 lOT 42.57 0.0157 0.0 17.637 0.277 Vel = 3.74 I lOT -40.58 2.157 1 12.307 4.670 18.446 to 120.0 0.0 12.307 0.0 B 1.99 0.0001 0.0 16.977 0.001 Vel = 0.17 B 42.86 2.157 0.0 10.000 18.447 I to 120.0 0.0 0.0 0.0 C 44.85 0.0173 0.0 10.000 0.173 Vel = 3.94 C 43.04 2.157 T 12.307 175.420 18.620 I to 120.0 0.0 12.307 0.0 20T 87.89 0.0601 0.0 187.727 11.289 Vel = 7.72 0.0 87.89 29.909 K Factor = 16.07 I D 41.36 2.157 T 12.307 5.330 18.031 to 120.0 0.0 12.307 0.0 lIT 41.36 0.0149 0.0 17.637 0.263 Vel = 3.63 I liT -35.69 2.157 1 12.307 4.670 18.294 to 120.0 0.0 12.307 0.0 E 5.67 0.0004 0.0 16.977 0.007 Vel = 0.50 I E 41.63 2.157 0.0 10.000 18.301 to 120.0 0.0 0.0 0.0 F 47.3 0.0191 0.0 10.000 0.191 Vel = 4.15 F41.84 2.157 T 12.307 175.420 18.492 I to 120.0 0.0 12.307 0.0 21T 89.14 0.0617 0.0 187.727 11.586 Vel = 7.83 0.0 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 9 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn U 89.14 30.078 K Factor= 16.25 G 40.29 2.157 T 12.307 5.330 17.958 to 120.0 0.0 12.307 0.0 I 12T 40.29 0.0142 0.0 17.637 0.250 Vel = 3.54 12T -33.22 2.157 T 12.307 4.670 18.208 to 120.0 0.0 12.307 0.0 H 7.07 0.0006 0.0 16.977 0.010 Vel = 0.62 I H 40.55 2.157 0.0 10.000 18.218 to 120.0 0.0 0.0 0.0 47.62 0.0193 0.0 10.000 0.193 Vel = 4.18 I I 40.75 2.157 T 12.307 215.420 18.411 to 120.0 0.0 12.307 0.0 22T 88.37 0.0607 0.0 227.727 13.832 Vel = 7.76 0.0 I 88.37 32.243 K Factor= 15.56 J 40.82 2.157 T 12.307 5.330 16.615 I to 123T 40.82 120.0 0.0145 0.0 0.0 12.307 17.637 0.0 0.256 Vel = 3.58 0.0 40.82 16.871 K Factor = 9.94 I K 80.16 2.157 T 12.307 4.670 16.011 to 120.0 0.0 12.307 0.0 123T 80.16 0.0507 0.0 16.977 0.860 Vel = 7.04 0.0 I 80.16 16.871 KFactor= 19.52 L 40.00 2.157 0.0 10.000 15.870 120.0 0.0 0.0 0.0 I to K 40.0 0.0141 0.0 10.000 0.141 Vel = 3.51 0.0 40.00 16.011 KFactor= 10.00 M 40.73 2.157 T 12.307 5.330 18.027 I to 120.0 0.0 12.307 0.0 13T 40.73 0.0145 0.0 17.637 0.256 Vel = 3.58 13T -21.28 2.157 T 12.307 4.670 18.283 I to 120.0 0.0 12.307 0.0 N 19.45 0.0037 0.0 16.977 0.063 Vel = 1.71 N 41.05 2.157 0.0 10.000 18.346 I to 120.0 0.0 0.0 0.0 o 60.5 0.0301 0.0 10.000 0.301 Vel = 5.31 o 41.35 2.157 2E 12.307 154.000 18.647 120.0 2T 24.613 36.920 0.0 I to 30T 101.85 0.0790 0.0 190.920 15.080 Vel = 8.94 30T -115.47 2.157 T 12.307 64.750 33.727 to 120.0 0.0 12.307 0.0 ' 231 -13.62 -0.0019 0.0 77.057 -0.147 Vel = 1.20 0.0 -13.62 33.580 K Factor= -2.35 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 10 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I P 41.83 2.157 T 12.307 5.330 18.109 to 120.0 0.0 12.307 0.0 14T 41.83 0.0153 0.0 17.637 0.269 Vel = 3.67 I 14T -19.89 2.157 T 12.307 4.670 18.378 to 120.0 0.0 12.307 0.0 0 21.94 0.0046 0.0 16.977 0.078 Vel = 1.93 42.19 2.157 0.0 10.000 18.456 I to 120.0 0.0 0.0 0.0 R 64.13 0.0336 0.0 10.000 0.336 Vel = 5.63 R 42.54 2.157 2T 24.613 152.330 18.792 I to 120.0 0.0 24.613 0.0 31T 106.67 0.0860 0.0 176.943 15.222 Vel = 9.37 31T -103.15 2.157 T 12.307 63.080 34.014 120.0 0.0 12.307 0.0 I to 24T 3.52 0.0002 0.0 75.387 0.012 Vel = 0.31 0.0 3.52 34.026 K Factor = 0.60 I S 40.76 2.157 0.0 10.000 17.086 to 120.0 0.0 0.0 0.0 T 40.76 0.0145 0.0 10.000 0.145 Vel = 3.58 I T 41.57 2.157 T 12.307 5.330 17.231 to 120.0 0.0 12.307 0.0 15T 82.33 0.0532 0.0 17.637 0.939 Vel = 7.23 15T -59.48 2.157 T 12.307 4.670 18.170 I to 120.0 0.0 12.307 0.0 U 22.85 0.0050 0.0 16.977 0.085 Vel = 2.01 U 42.66 2.157 0.0 10.000 18.255 I to 120.0 0.0 0.0 0.0 V 65.51 0.0349 0.0 10.000 0.349 Vel = 5.75 V 43.02 2.157 2T 24.613 152.330 18.604 to 120.0 0.0 24.613 0.0 I 32T 108.53 0.0888 0.0 176.943 15.719 VeI= 9.53 32T -94.17 2.157 T 12.307 63.080 34.323 to 120.0 0.0 12.307 0.0 I 25T 14.36 0.0021 0.0 75.387 0.158 Vel = 1.26 0.0 14.36 34.481 K Factor = 2.45 W 42.34 2.157 T 12.307 5.330 18.992 I to 120.0 0.0 12.307 0.0 16T 42.34 0.0155 0.0 17.637 0.274 Vel = 3.72 0.0 I 42.34 19.266 K Factor = 9.65 8T 83.90 2.157 2T 24.613 158.080 19.782 to 120.0 0.0 24.613 0.0 l 18T 83.9 0.0552 0.0 182.693 10.081 Vel = 7.37 0.0 83.90 29.863 K Factor= 15.35 9T 84.35 2.157 2T 24.613 158.080 19.700 I to 120.0 0.0 24.613 0.0 19T 84.35 0.0557 0.0 182.693 10.180 Vel = 7.41 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 11 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv ******* Notes I Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 0.0 84.35 29.880 K Factor = 15.43 161 103.16 2.157 2T 24.613 167.000 19.266 I to 120.0 0.0 24.613 0.0 33T 103.16 0.0809 0.0 191.613 15.496 Vel = 9.06 331 -84.56 2.157 0.0 63.080 34.762 120.0 0.0 0.0 0.0 I to 261 18.6 0.0034 0.0 63.080 0.214 Vel = 1.63 0.0 18.60 34.976 K Factor = 3.15 171 102.04 2.157 2T 24.613 167.000 20.043 to 120.0 0.0 24.613 0.0 34T 102.04 0.0793 0.0 191.613 15.187 Vel = 8.96 341 -82.05 2.157 1 12.307 63.080 35.230 I to 120.0 0.0 12.307 0.0 271 19.99 0.0039 0.0 75.387 0.292 Vel = 1.76 0.0 I 19.99 35.522 K Factor = 3.35 81 -83.90 2.157 1 12.307 1.000 19.782 to 120.0 0.0 12.307 0.433 8 -83.9 -0.0552 0.0 13.307 -0.734 Vel = 7.37 I 0.0 -83.90 19.481 K Factor = -19.01 91 -84.35 2.157 T 12.307 1.000 19.700 I to 120.0 0.0 12.307 0.433 9 -84.35 -0.0557 0.0 13.307 -0.741 Vel = 7.41 0.0 1 -84.35 19.392 K Factor = -19.15 lOT 40.58 2.157 T 12.307 1.000 18.446 to 120.0 0.0 12.307 0.433 10 40.58 0.0144 0.0 13.307 0.192 Vel= 3.56 I 0.0 40.58 19.071 K Factor = 9.29 111 35.69 2.157 1 12.307 1.000 18.294 I to 120.0 0.0 12.307 0.433 11 35.69 0.0113 0.0 13.307 0.151 Vel = 3.13 0.0 I 35.69 18.878 K Factor = 8.21 121 33.22 2.157 1 12.307 1.000 18.208 to 120.0 0.0 12.307 0.433 12 33.22 0.0099 0.0 13.307 0.132 Vel = 2.92 I 0.0 33.22 18.773 K Factor = 7.67 1231 120.98 2.157 1 12.307 1.000 16.871 I to 120.0 0.0 12.307 0.433 123 120.98 0.1087 0.0 13.307 1.446 Vel = 10.62 0.0 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 12 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes I Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 120.98 18.750 KFactor= 27.94 131 21.27 2.157 T 12.307 1.000 18.283 to 120.0 0.0 12.307 0.433 13 21.27 0.0044 0.0 13.307 0.058 Vel = 1.87 I 0.0 21.27 18.774 K Factor = 4.91 141 19.89 2.157 T 12.307 1.000 18.378 I to 120.0 0.0 12.307 0.433 14 19.89 0.0038 0.0 13.307 0.051 Vel = 1.75 0.0 I 19.89 18.862 K Factor = 4.58 151 59.48 2.157 T 12.307 1.000 18.170 to 120.0 0.0 12.307 0.433 15 59.48 0.0292 0.0 13.307 0.389 Vel = 5.22 I 0.0 59.48 18.992 K Factor = 13.65 161 -60.82 2.157 T 12.307 1.000 19.266 I to 120.0 0.0 12.307 0.433 16 -60.82 -0.0304 0.0 13.307 -0.405 Vel = 5.34 0.0 -60.82 19.294 K Factor = -13.85 I 171 -102.04 2.157 1 12.307 1.000 20.043 to 120.0 0.0 12.307 10.394 17 -102.04 -0.0792 0.0 13.307 -1.054 Vel = 8.96 I 0.0 -102.04 29.383 K Factor = -18.82 181 83.90 2.157 1 12.307 1.000 29.863 I to 120.0 0.0 12.307 0.433 18 83.9 0.0552 0.0 13.307 0.735 Vel = 7.37 0.0 83.90 31.031 KFactor= 15.06 I 191 84.35 2.157 1 12.307 1.000 29.880 to 120.0 0.0 12.307 0.433 19 84.35 0.0558 0.0 13.307 0.742 Vel = 7.41 I 0.0 84.35 31.055 KFactor= 15.14 20T 87.89 2.157 1 12.307 1.000 29.909 I to 120.0 0.0 12.307 0.433 20 87.89 0.0601 0.0 13.307 0.800 Vel = 7.72 0.0 87.89 31.142 KFactor= 15.75 I 211 89.14 2.157 1 12.307 1.000 30.078 to 120.0 0.0 12.307 0.433 21 89.14 0.0617 0.0 13.307 0.821 Vel = 7.83 I 0.0 89.14 31.332 K Factor= 15.92 22T 88.37 2.157 1 12.307 1.000 32.243 I to 120.0 0.0 12.307 0.433 22 88.37 0.0608 0.0 13.307 0.809 Vel = 7.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 13 Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 88.37 33.485 K Factor= 15.27 23T -13.62 2.157 T 12.307 1.000 33.580 I to 120.0 0.0 12.307 0.433 23 -13.62 -0.0020 0.0 13.307 -0.026 Vel = 1.20 0.0 -13.62 33.987 K Factor = -2.34 I 24T 3.52 2.157 T 12.307 1.000 34.026 to 120.0 0.0 12.307 0.433 24 3.52 0.0002 0.0 13.307 0.002 Vel = 0.31 I 0.0 3.52 34.461 K Factor= 0.60 25T 14.36 2.157 T 12.307 1.000 34.481 I to 120.0 0.0 12.307 0.433 25 14.36 0.0021 0.0 13.307 0.028 Vel = 1.26 0.0 14.36 34.942 K Factor = 2.43 I 26T 18.60 2.157 T 12.307 1.000 34.976 to 120.0 0.0 12.307 0.433 26 18.6 0.0034 0.0 13.307 0.045 Vel = 1.63 I 0.0 18.60 35.454 KFactor= 3.12 27T 19.99 2.157 T 12.307 1.000 35.522 120.0 0.0 12.307 0.433 I to 27 19.99 0.0039 0.0 13.307 0.052 Vel = 1.76 0.0 19.99 36.007 K Factor = 3.33 I 28T 0.0 2.157 T 12.307 1.000 38.284 to 120.0 0.0 12.307 0.433 28 0.0 0.0 0.0 13.307 0.0 Vel = 0 I 0.0 0.0 38.717 K Factor = 0 29T 0.0 2.157 T 12.307 1.000 38.882 to 120.0 0.0 12.307 0.433 I 29 0.0 0.0 0.0 13.307 0.0 Vel = 0 0.0 0.0 39.315 K Factor = 0 I 30T 115.48 2.157 T 12.307 1.000 33.727 to 120.0 0.0 12.307 0.433 30 115.48 0.0996 0.0 13.307 1.326 Vel = 10.14 I 0.0 115.48 35.486 K Factor = 19.39 31T 103.15 2.157 T 12.307 1.000 34.014 ' to 120.0 0.0 12.307 0.433 31 103.15 0.0809 0.0 13.307 1.076 Vel = 9.06 0.0 103.15 35.523 K Factor = 17.31 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 14 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 32T 94.17 2.157 1 12.307 1.000 34.323 to 120.0 0.0 12.307 0.433 32 94.17 0.0683 0.0 13.307 0.909 Vel = 8.27 0.0 I 94.17 35.665 KFactor= 15.77 33T 84.56 2.157 T 12.307 1.000 34.762 120.0 0.0 12.307 0.433 I to 33 84.56 0.0560 0.0 13.307 0.745 Vel = 7.42 0.0 84.56 35.940 K Factor= 14.11 I 34T 82.05 2.157 T 12.307 1.000 35.230 to 120.0 0.0 12.307 0.433 34 82.05 0.0529 0.0 13.307 0.704 Vel = 7.20 0.0 I 82.05 36.367 K Factor = 13.61 35T 0.0 2.157 T 12.307 1.000 36.539 I 35 t0 120.0 0.0 0.0 0.0 0.0 12.307 13.307 0.433 0.0 Vel = 0 0.0 0.0 36.972 K Factor = 0 I 36T 0.0 2.157 T 12.307 1.000 37.145 to 120.0 0.0 12.307 0.433 36 0.0 0.0 0.0 13.307 0.0 Vel = 0 0.0 I 0.0 37.578 K Factor = 0 8 -83.90 3.26 0.0 12.000 19.481 120.0 0.0 0.0 0.0 I to 9 -83.9 -0.0074 0.0 12.000 -0.089 Vel = 3.22 9 -84.35 3.26 0.0 12.000 19.392 to 120.0 0.0 0.0 0.0 10 -168.25 -0.0268 0.0 12.000 -0.321 Vel = 6.47 I 10 40.58 3.26 0.0 12.000 19.071 to 120.0 0.0 0.0 0.0 ii -127.67 -0.0161 0.0 12.000 -0.193 Vel = 4.91 I 11 35.70 3.26 0.0 12.000 18.878 to 120.0 0.0 0.0 0.0 12 -91.97 -0.0087 0.0 12.000 -0.105 Vel = 3.54 I 12 33.21 3.26 0.0 6.250 18.773 to 120.0 0.0 0.0 0.0 123 -58.76 -0.0037 0.0 6.250 -0.023 Vel = 2.26 123 120.98 3.26 0.0 5.750 18.750 I to 120.0 0.0 0.0 0.0 13 62.22 0.0042 0.0 5.750 0.024 Vel = 2.39 13 21.27 3.26 0.0 12.000 18.774 I to 120.0 0.0 0.0 0.0 14 83.49 0.0073 0.0 12.000 0.088 Vel = 3.21 14 19.89 3.26 0.0 12.000 18.862 to 120.0 0.0 0.0 0.0 I 15 103.38 0.0108 0.0 12.000 0.130 Vel = 3.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 15 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 15 59.48 3.26 0.0 12.000 18.992 to 120.0 0.0 0.0 0.0 16 162.86 0.0252 0.0 12.000 0.302 Vel = 6.26 I 16 -60.82 3.26 0.0 6.250 19.294 to 120.0 0.0 0.0 0.0 167 102.04 0.0107 0.0 6.250 0.067 Vel = 3.92 167 0.0 3.26 0.0 5.750 19.361 I to 120.0 0.0 0.0 9.961 17 102.04 0.0106 0.0 5.750 0.061 Vel = 3.92 P 0.0 102.04 29.383 K Factor= 18.82 18 83.90 4.26 0.0 12.000 31.031 to 120.0 0.0 0.0 0.0 19 83.9 0.0020 0.0 12.000 0.024 Vel = 1.89 I 19 84.35 4.26 0.0 12.000 31.055 to 120.0 0.0 0.0 0.0 20 168.25 0.0072 0.0 12.000 0.087 Vel = 3.79 P 20 87.89 4.26 0.0 12.000 31.142 to 120.0 0.0 0.0 0.0 21 256.14 0.0158 0.0 12.000 0.190 Vel = 5.77 P 21 89.14 4.26 2E 26.334 52.000 31.332 to 120.0 0.0 26.334 0.0 22 345.28 0.0275 0.0 78.334 2.153 Vel = 7.77 22 88.37 4.26 0.0 12.000 33.485 I to 120.0 0.0 0.0 0.0 23 433.65 0.0418 0.0 12.000 0.502 Vel = 9.76 P to 23 -13.63 4.26 120.0 0.0 0.0 12.000 0.0 33.987 0.0 24 420.02 0.0395 0.0 12.000 0.474 Vel = 9.45 24 3.52 4.26 0.0 12.000 34.461 120.0 0.0 0.0 0.0 I to 25 423.54 0.0401 0.0 12.000 0.481 Vel = 9.53 25 14.36 4.26 0.0 12.000 34.942 I 26 t0 120.0 437.9 0.0427 0.0 0.0 0.0 12.000 0.0 0.512 Vel = 9.86 26 18.60 4.26 0.0 12.000 35.454 to 120.0 0.0 0.0 0.0 27 456.5 0.0461 0.0 12.000 0.553 Vel = 10.28 P 27 19.99 4.26 2E 26.334 28.000 36.007 to 120.0 0.0 26.334 0.0 28 476.49 0.0499 0.0 54.334 2.710 Vel = 10.73 P 28 0.0 4.26 0.0 12.000 38.717 to 120.0 0.0 0.0 0.0 29 476.49 0.0498 0.0 12.000 0.598 Vel = 10.73 I 29 0.0 4.26 T 26.334 7.580 39.315 to 120.0 E 13.167 39.501 0.0 TR 476.49 0.0499 0.0 47.081 2.348 Vel = 10.73 I 0.0 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Western Fire Protection Inc Page 16 I Zest Anchors - Phase II Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C'.or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 476.49 41.663 K Factor= 73.82 30 115.48 4.26 0.0 10.330 35.486 to 120.0 0.0 0.0 0.0 I 31 115.48 0.0036 0.0 10.330 0.037 Vel= 2.60 31 103.14 4.26 0.0 12.000 35.523 to 120.0 0.0 0.0 0.0 32 218.62 0.0118 0.0 12.000 0.142 Vel = 4.92 I 32 94.18 4.26 0.0 12.000 35.665 to 120.0 0.0 0.0 0.0 33 312.8 0.0229 0.0 12.000 0.275 Vel = 7.04 I 33 84.56 4.26 0.0 12.000 35.940 to 120.0 0.0 0.0 0.0 34 397.36 0.0356 0.0 12.000 0.427 Vel = 8.94 34 82.05 4.26 0.0 12.000 36.367 I to 120.0 0.0 0.0 0.0 35 479.41 0.0504 0.0 12.000 0.605 Vel = 10.79 35 0.0 4.26 0.0 12.000 36.972 I to 120.0 0.0 0.0 0.0 36 479.41 0.0505 0.0 12.000 0.606 Vet = 10.79 36 0.0 4.26 E 13.167 2.500 37.578 120.0 0.0 13.167 0.0 I to MZN 479.41 0.0504 0.0 15.667 0.790 Vel = 10.79 MZN 0.0 4.26 E 13.167 52.170 38.368 120.0 0.0 13.167 0.0 I to TR 479.41 0.0504 0.0 65.337 3.295 Vel = 10.79 TR 476.49 4.26 B 15.8 21.000 41.663 to 120.0 0.0 15.800 9.095 I BAL 955.9 0.1808 0.0 36.800 6.654 Vel = 21.52 BAL 0.0 4.26 0.0 2.000 57.412 to 120.0 0.0 0.0 0.650 BR 955.9 0.1805 0.0 2.000 0.361 Vel = 21.52 I BR 100.00 4.26 E 13.167 10.000 58.423 Qa = 100 to 120.0 0.0 13.167 1.949 Dl 1055.9 0.2173 0.0 23.167 5.035 Vel = 23.77 Dl 0.0 5.86 E 15.749 55.000 65.407 to 140.0 0.0 15.749 0.0 BI 1055.9 0.0346 0.0 70.749 2.446 Vel = 12.56 BI 0.0 6.16 T 43.037 20.000 67.853 I to 140.0 2E 40.168 83.205 3.000 * * Fixed Loss = 3 B2 1055.9 0.0271 0.0 103.205 2.799 Vet= 11.37 I B2 to 0.0 5.86 150.0 G T 3.834 38.342 110.000 42.176 73.652 0.0 SRC 1055.9 0.0304 0.0 152.176 4.632 Vel = 12.56 400.00 Qa = 400.00 1455.90 78.284 K Factor = 164.55 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 2875 Loker Avenue E SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2875 Loker Avenue E CITY: Carlsbad I PHONE: ( 858 ) 513-4949 (Western Fire Protection) FAX NUMBER: I Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Loker Avenue E south of Sea Lion Place TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 116 PSI Hydrant Number (if applicable):H61751 Elevation of test: 432 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: - GPM Total Flow: 8,000 GPM Residual Pressure 104 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge @ 20 psi in excess of 8,000 GPM. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:__________________________________________ Title/OrgP_iectManager Date: 08/22/2016 I 11 I I I I I I I I I I I I I I I (0 QUICK RESPONSE PENDENT SHIELD PART NUMBERS 1/2"NPT 3/4NPT 325706 325707 I I I ~dg go man UUMN GLb,-v1rfl,, BE FIRE SPRINKLER CORPORATION DESCRIPTION AND OPERATION The Globe Quick Response GL Series Intermediate Level Sprinklers are primarily designed for use in rack storage sprinkler systems, where their thermosensitive elements must be shielded from the water spray of higher elevation sprinklers which could operate earlier during a fire. The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a fran- gible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. The Quick Response Sprinkler can be installed wherever standard Intermediate Level Sprinklers are specified. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction and in accordance with their listings. The Globe Intermediate Level Sprinklers are available in either upright or pendent styles, with 5.6, 7.8*, 8.1, or 11.5 K-factor orifices, in several temperature ratings and with various finishes to meet customer requirements. The Upright style is factory fitted with a water shield having a 3 3/4" diameter. The water shield for the oendent may be either factory fitted or installed in the field (see shield nart numbers below. Either style can be provided with sprinkler guards for use where mechanical injury might be expected. The Upright style may be provided with a one piece head guard and shield; when ordered as such (order as GL5615, GL8115, GL8118, or GL1123 with sprinkler guard part number 321406 (red) or 321407 (chrome)). The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. I I I I I [] I I I QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES INTERMEDIATE LEVEL UPRIGHT • PENDENT TECHNICAL DATA .See reverse side for Approvals and Specifications. 'Water Working Pressure Rating -175 psi (12 Bars) -Factory tested hydrostatically to 500 psi (34 Bars) 'Maximum low temperature glass bulb rating is -67°F (-55°C) -Frame - bronze • Deflector - brass • Screw - brass -Bulb Seat - copper. Spring - nickel alloy. Seal - teflon .Bulb - glass with alcohol based solution, 3mm size -Shield - steel - 3 3/4" diameter .Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) I [I [11 I I I -SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER N.F.P.A. MAXIMUM CEILING CLASSIFICATION BULB COLOR TEMPERATURES TEMPERATURE ORDINARY ;',' ORANGE/RED INTERMEDIATE - YELLOW/GREEN HIGH .° .° ' -' BLUE - MARCH 2016 A-39 BULLETIN GL5617, REV. #8 I I I L RA( I E RACK SHIELD INTO PLACE AS SHOWN, LOCTITE OR EQUIVALENT. to ONE-HALF HREAD MAX. PRINTED U.S.A. BULLETIN GL5617, REV. #8 QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES INTERMEDIATE LEVEL UPRIGHT • PENDENT SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES 5.6 (80 metric) 1/2"NPT (15mm) 21/4' (5.7cm) 7.8 (111 metric) 1/2"NPT(15mm) 2 1/4(5.7cm) Factory Bronze' 8.1 (116 metric) 3/4"NPT(20mm) 27/16" (6.2cm) 11.5 (166 metric) 3/4"NPT (20mm) 2 7/16(6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'OTHER FINISHES AVAILABLE ON SPECIAL ORDER. APPROVALS STYLE __________ SIN MODEL (previnlLc IN Mn1p!I "K' FACTOR HAZARD1 135°F (57°C) 155°F (SR°C) 175°F (79°C) 200°F (9°C) 286°F (141°C) cULus FM SHIELD PIN GL5617 5.6 LH/OH X X X X X X X GL8117 7.8* LH/OH' X X X X X X UPRIGHT N/A GL8120 8.1 LH/OH' X X X X X X X GL1124 11.5 ALL --- X X I X X I X GL5601 (GL5612) 5.6 LH/OH X X X X X X X 325706 GL8101 (GL8112) 7.8* LH/OH X X X X X X X PENDENT GL8106(GL8108) 8.1 LH/OH X X X X X X X 325707 GL1114(GLIII5) 11.5 ALL --- X X X X X THE WATER SHIELD FOR THE PENDENT MAY BE EITHER FACTORY FITTED OR INSTALLED IN THE FIELD, PLEASE SPECIFY ON ORDER. 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. CAN ALSO BE USED FOR IN RACK SPRINKLERS FOR STORAGE APPLICATIONS PER NFPA13 1/2"NPT; RETRO-FIT ONLY LH: LIGHT HAZARD OH: ORDINARY HAZARD ALL: ALL HAZARDS I NOTE: INSTALL RACK SHIELD ONTO SPRINKLER THREADS BEFORE SYSTEM INSTALL. ORDERING INFORMATION SPECIFY .Quantity . Model Number . Style . Orifice *Thread Size -Temperature . Finishes desired -Quantity - Wrenches - PIN 325390 (1/2'); P/N 312366 (L.O.); P/N 333010 (E.L.O.) CI I) BE FIRE SPRINKLER CORPORATION MARCH 2016 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com I I I I I I LI I I I I I I I I GLbBE FIRE SPRINKLER CORPORATION I QUICK RESPONSE UPRIGHT • PENDENT A UTOMA TIC SPRINKLERS FOR USE IN NFPA 13 CMDA STORAGE APPLICATIONS I DESCRIPTION AND OPERATION The Globe Quick Response Model GL1114 Pendent and I GL1123 Upright Sprinklers are intended for use in NFPA 13 Systems when installed in accordance with Control Mode Density Area protection criteria as specified in the NFPA 13 standard. ' The Model GL1114 and GL1123 have a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. While the sprinklers provide an ' aesthetically pleasing appearance, they serve to protect various area coverages. This sprinkler series is available in pendent, and upright styles, and several temperature ratings and finishes to meet varying design requirements. I The heart of Globe's Model GL1114 and GL1123 sprinklers proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of I fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength I of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL DATA .See reverse side for Approvals and Specifications. .Temperature Ratings - 155°F (680C), 175°F (79°C), 200°F (93°C), 286°F (141°C) -Water Working Pressure Rating - 175 psi (12 Bars) 'Factory tested hydrostatically to 500 psi (34 Bars) -Maximum low temperature glass bulb rating is -670F (-55°C) 'Frame - bronze • Deflector - brass • Screw - brass 'Bulb seat - copper 'Spring - nickel alloy 'Seal - teflon -Bulb - glass with alcohol based solution, 3mm size I I I QUICK RESPONSE UPRIGHT GL1123 fl QUICK RESPONSE PENDENT GL1114 I 'SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING I I MARCH 2016 I A-48 BULLETIN GL1114, REV. #4 QUICK RESPONSE UPRIGHT. PENDENT A UTOMA TIC SPRINKLERS FOR USE IN NFPA 13 CMDA STORAGE APPLICATIONS SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES Factory Bronze 11.5 (166 metric) 3/4°NPT (20mm) 27/16" (6.2cm) Chrome White Polyester' Black Polyester 2.1 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. ,FINISHES AVAILABLE ON SPECIAL ORDER. 3AVAILABLEAS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE MIN. SIN K NYC - DOB DISTANCE STYLE MODEL FACTOR HAZARD' 155°F 175°F 200°F 286°F cULus MEA BETWEEN (68°C) (79°C) (93°C) (141°C) 101-92-E SPRINKLERS Feet (Meters) UPRIGHT GL1123 11.5 STORAGE X X X X X X 6(1.8) PENDENT GL1114 1 'SPRINKLERS SHALL BE LIMITED ASTHE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured -Quantity . Model Number . Style -Orifice products found to be defective in material or workmanship for a -Thread Size .Temperature . Finishes desired period of one year from date of shipment. -Quantity - Wrenches - PIN 333010 For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I I GLBE FIRE SPRINKLER CORPORATION MARCH 2016 I 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com PRINTED U.S.A. BULLETIN GL1114, REV. #4 UPRIGHT CONVENTIONAL PENDENT VERTICAL SIDEWALL HORIZONTAL LPCICE SIDEWALL HORIZONTAL SIDEWALL GLw RE FIRE SPRINKLER CORPORATION I STANDARD RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT• PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL I DESCRIPTION AND OPERATION CONVENTIONAL (OLD STYLE) The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are I specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. ' The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid I within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the I glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. 'Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) .500°F (260°C) Available Upon Request Without Approvals 'Water Working Pressure Rating -175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass • Screw - brass Lodgement Spring - stainless steel Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE BULB COLOR N.F.P.A. MAXIMUM SPRINKLER TEMPERATURES CEILING TEMPERATURE ORDINARY 135°F/1 55°F 57°C/68°C ORANGE/RED 100°F 38°C INTERMEDIATE 175°F!200°F 79°C193°C YELLOW/GREEN 150°F 66°C HIGH 286°F 141°C BLUE 225°F 107°C EXTRA HIGH 360°F 182°C MAUVE 300°F 149°C ULTRA HIGH 500°F 260°C BLACK 475°F 246°C I 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583. FAX 989-846-9231 JULY 2012 A-65 BULLETIN GI-5661, REV. #6 I STANDARD RESPRONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT • PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2 NPT 2 1/4 (5.7 cm) 4.2 (59 metric) 1/2' NPT 2 1/4" (5.7 cm) Factory Bronze Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4' (5.7 cm) Black Polyester 2'3 Wax Coated 2,3,4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16'. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200'F ONLY. APPROVALS SIN K 135F 155F 175F 200'F 286F **36OF *500 F NYC - DOB STYLE MODEL FACTOR HAZARD' 57CC 68'C 79CC 93CC 14C V 182CC 260C UL FM LPC CE MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT GL5661 5.6 ALL X X X X X X X X X X X X GL8161 75t ALL I X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH ••• GL4251 4.2 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL I X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALL GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X X - - X SIDEWALL GL5671. 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X - - X X - 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. 360F NO FM APPROVALS § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, ALL: ALL HAZARDS FM APPROVED 4" 106" BELOW THE CEILING. OH: ORDINARY HAZARD INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. LH: LIGHT HAZARD t 1/2" NPT PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * 500*F AVAILABLE UPON REQUEST WITH NO APPROVALS I ORDERING INFORMATION SPECIFY -Quantity • Model Number . Style I . Orifice • Thread Sizes . Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4') I GL61BE FIRE SPIWOQ.ER ORPORATN GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 CI BE FIRE SPRINKLER CORPORATION I STANDARD RESPONSE UPRIGHT • PENDENT A UTOMA TIC SPRINKLERS FOR USE IN NFPA 13 CMDA STORAGE APPLICATIONS DESCRIPTION AND OPERATION The Globe Standard Response Model GL1160 Pendent and GL1167 Upright Sprinklers are intended for use in NFPA 13 Systems when installed in accordance with Control Mode Density Area protection criteria as specified in the NFPA 13 standard. The Model GL1160 and GL1167 have a low profile yet durable design which utilize a 5mm frangible glass ampule as the thermosensitive element. While the sprinklers provide an aesthetically pleasing appearance, they serve to protect various area coverages. This sprinkler series is available in pendent, and upright styles, and several temperature ratings and finishes to meet varying design requirements. The heart of Globe's Model GL1I60 and GL1167 sprinklers proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL DATA .See reverse side for Approvals and Specifications. .Temperature Ratings - 155°F (680C), 175°F (790C), 200°F (930C), 286°F (141°C) -Water Working Pressure Rating - 175 psi (12 Bars) 'Factory tested hydrostatically to 500 psi (34 Bars) -Maximum low temperature glass bulb rating is -670F (-55°C) 'Frame - bronze • Deflector - brass • Screw - brass 'Bulb seat - copper 'Spring - nickel alloy 'Seal - teflon -Bulb - glass with glycerin solution, 5mm size I I I I U I I U I I I STANDARD RESPONSE UPRIGHT GL1167 STANDARD RESPONSE PENDENT GL.1160 'SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING I I MARCH 2016 I A-80 BULLETIN GL1160, REV. #5 APPROVALS TEMPERATURE MIN. SIN NYC - DOB DISTANCE MODEL HAZARD' 155°F 175°F 200°F 286°F cULus *FM MEA BETWEEN (68°C) (79°C) (93°C) (141°C) 101-92-E SPRINKLERS Feet (Meters) GL1167 I STORAGE X X X X X I X I X STYLE UPRIGHT STANDARD RESPONSE UPRIGHT. PENDENT A UTOMA TIC SPRINKLERS FOR USE IN NFPA 13 CMDA STORAGE APPLICATIONS SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES Factory Bronze 11.5 (166 metric) 3/4"NPT (20mm) 27/16" (6.2cm) Chrome White Polyester 3 Black Polyester23 NQF: Mii<IU ONVSiONSAAIFi(UAIMAi. 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. OI.0) PENDENT 0L1160 j STORAGE j X j X X X X --- X 'IN\L. 1LL bt LIMI I tUAb FtK I Ht NtUUIKtMtN I UI- NI-rp,ij PU'IL) ANT U I rtrc FcL/'d tLJ UU)WIIN 10. *NO FM APPROVALS FOR 175°F (79CC). ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured .Quantity . Model Number . Style . Orifice products found to be defective in material or workmanship for a *Thread Size -Temperature . Finishes desired period of one year from date of shipment. -Quantity - Wrenches - PIN 333010 For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 GLbEIE 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.gIobesprinkler.com MARCH 2016 PRINTED U.S.A. BULLETIN GL1160, REV. #5 LI I E tqco Fire Protection Products Worldwide www.tyco-fire.com Contacts I General Description The TYCO Model EC-25 Extended Coverage (EC) 25.2K Upright Sprin- kler is a UL Listed, standard response, extended coverage Control Mode Density Area (CMDA) sprinkler for storage applications. It is also FM Approved as a quick response, extended coverage Control Mode Density Area (CMDA) sprinkler and as a Control Mode Specific Appli- cation (CMSA) sprinkler, as well as FM Approved for storage and non-stor- age applications. In addition, these sprinklers may be used in accordance with the new Chapter 21 of the 2013 edition of NFPA 13. As such, tables 21.2.2 and 21.3.2 of NFPA 13 may be utilized for design options. When used in accor- dance with NFPA Chapter 21, smoke vents and draft curtains are not required as specified in the 2015 edition of the International Building Code (IBC) and International Fire Code (IFC) for CMSA sprinklers with an RTI of 50 or less and a design of 12 or fewer sprinklers. These sprinklers offer a maximum cov- erage area of 196 ft.2 (18,2 m2), which is almost double the area offered by standard coverage sprinklers used for similar applications. The Model EC-25 Upright Sprinklers comply with the criteria for the protec- tion of retail stores as described in the 2013 Edition of NFPA 13, Section 20.3. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 1 Where the FM Approval is utilized, the Model EC-25 Upright Sprinkler has successfully undergone full-scale fire testing at FM Global for ceiling-only storage and non-storage applica- tions. When used in conformance with applicable FM Global Property Loss Prevention Data Sheets, the Model EC-25 Sprinkler provides low hydrau- lic demand, the spacing advantages of extended coverage, and the obstruc- tion benefits of an upright sprinkler. For more information on applications and benefits of the Model EC-25 Sprin- kler, refer to the available white papers at www.tyco-fire.com. NOTICE The Model EC-25 Upright Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any other authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. Sprinkler Identification Number (SIN) TY9128 APRIL 2015 Technical Data Approvals UL and C-UL Listed: CMDA (Standard Response) FM Approved: CMDA and CMSA (Quick Response) NYC Approved under MEA 355-01-E (Approvals only apply to the service conditions indicated in the Design Cri- teria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 1 Inch NPT or ISO 7-R1 Discharge Coefficient K=25.2 gpm/psi1/2 (362,9 1pm/bar1/2) Temperature Ratings 165°F (74°C) and 212°F (100°C) Maximum Coverage Area 196 ft.2 (18,2 m2) Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector .........................Copper Compression Screw ..........Stainless Steel Hook ............................MONEL Strut ............................MONEL Link Assembly................Solder, Nickel Button .............................Brass Sealing Assembly. Beryllium Nickel w/TEFLON Ejection Spring ..................INCONEL Deflector Nut........................Brass Response Time Index (RTI) Less than or equal to 50 (rn-s)05 TFP2I3 I I I I I I I I PJ I LI LI I I I Model EC-25 (CMDA and CMSA Applications) 25.2 (360) K-factor (360) Upright Sprinkler Extended Coverage TFP2I3 Page 2 of 4 3 TEMPERATURE 2-9/16 DIA. 10 RATING I (650 mm) Frame .., Deflector Compression Screw -ciiiiiiiiliiii : Strut (95,3 mm) Link Assembly I'M Button 6 9/16 Gasketed Spring Plate (14,3 mm) Ejection Spring 9 WRENCH NOMINAL Deflector Nut ' FLATS MAKE-IN * ISO 7-R1 pipe thread can be provided on special request. 7 1 NPT* ~~W FIGURE 1 MODEL EC-25 UPRIGHT SPRINKLER, 25.2K EXTENDED COVERAGE I Operation • The maximum coverage area per sprinkler is 196 ft.2 (18,2 m2). The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to acti- vate and flow water. Design Criteria UL and C-UL Listing Criteria NFPA 13, Chapters 12 thru 20 - Density / Area Design The TYCO Model EC-25 Extended Coverage Upright Sprinklers (TY9128) are UL and C-UL Listed for installation in accordance with the extended cov- erage upright spray sprinkler require- ments of NFPA 13 or other applicable NFPA standards when used in conjunc- tion with the following guidelines: Suitable for the protection of extra hazard and high-piled storage occupancies where area/density design criteria are provided Suitable for unobstructed or noncombustible obstructed construction The Model EC-25 Sprinklers having been specifically tested and Listed for noncombustible obstructed construction are suitable for use within trusses or bar joists having noncombustible web members greater than 1 inch (25,4 mm) when applying the 4 times obstruction criteria rule defined under "Obstruc- tions to Sprinkler Discharge Pattern Development." The maximum distance between sprinklers is 15 feet (4,6 m) when the coverage area does not exceed 144 ft.2 (13,4 m2), and the maximum distance between sprinklers is 14 feet (4,3 m) when the coverage area does not exceed 196 ft2 (18,2 m2). The minimum distance between sprinklers is 8 feet (2,44 m). The minimum flow requirement is based on the design density applied over the actual coverage area per sprinkler. For example: when sprinkler spacing is 14 ft. x 12 ft. -6 in. (4,3 m x 3,8 m) or 175 ft2 (16,3 m2), and the design density is 0.6 gpm/ft.2 (24,4 mm/mm), the sprinkler design flow rate is 105 gpm (397 1pm) and the required design pressure is 17.4 psi (1,2 bar). The minimum clearance between the deflector and the top of storage is 36 inches (0,9 m). For clearances of 36 inches (0,9 m) up to 48 inches (1,21 m), the minimum design pressure is 22 psi (1,52 bar). For clearances of 48 inches (1,21 m) and greater, the minimum design pressure is estab- lished by the minimum flow require- ment. However, the pressure can never be less than 7 psi (0,5 bar). Ordinary and intermediate temper- ature rated Model EC-25 Sprin- klers have been investigated for use in high-piled storage occu- pancies at the hydraulic demand normally associated with high temperature sprinklers. As such, the Model EC-25 Sprinklers are listed storage sprinklers having a K-factor greater than 11.2 (161,4) and having ordinary and interme- diate temperature ratings (i.e., 165°F or 74°C and 214°F or 101°C). Conse- quently, the Model EC-25 Sprin- klers, in accordance with NFPA 13, may be used in conjunction with the density curves for high temperature sprinklers. NFPA obstruction rules for Extended Coverage Sprinklers must be utilized. System Type Wet pipe, dry pipe, and preaction systems are acceptable. FM Approval Criteria FM Loss Prevention Data Sheets 2-0, 3-26, and 8-9 TYCO Model EC-25 Extended Cover- age 25.2K Upright Sprinklers (1Y9128) are FM Approved to be utilized in accor- dance with the following guidelines. Application The Model EC-25 Extended Cov- erage Upright Sprinklers are FM Approved ceiling-level Storage Sprinklers for storage occupancy hazards and other similar high heat release type fires. When compared with other FM Approved Storage Sprinklers, the Model EC-25 Sprinkler provides low hydraulic demand, the spacing advan- tages of extended coverage, and the FM Global obstruction benefits of an upright sprinkler. Model EC-25 Sprinklers should be used in conformance with applicable FM Global Property Loss Prevention Data Sheets. TFP2I3 Page 3 of 4 Hydraulic Design To determine the hydraulic design for the Model EC-25 Sprinkler refer to the applicable FM Global Property Loss Prevention Data Sheet. System Type Wet pipe systems only Sprinkler Spacing The maximum coverage area per sprinkler is 196 ft.2 (18,2 m2). The minimum coverage area per sprinkler is 100 ft.2 (9,3 m2). The maximum distance between sprinklers is 14 feet (4,3 m). The minimum distance between sprin- klers is 10 feet (3,05 m). Note: When a wall or obstruction makes a minimum spacing of 10 feet (3,05 m) impossible, consult FM Global Property Loss Prevention Data Sheet 2.0 for applicable guidelines. Sprinkler Location Locate sprinklers with respect to the ceiling/roof in accordance with FM Global Property Loss Prevention Data Sheet 2.0. Obstructions Follow the obstruction requirements as detailed in FM Global Property Loss Prevention Data Sheet 2.0. Other Details All other design details should be in accordance with FM Global Property Loss Prevention Data Sheet 2.0 as well as any other applicable FM Global Data Sheet. NFPA 13, Chapter 21 - Alternative System Design (CMSA) TYCO Model EC-25 Extended Cover- age Upright Sprinklers (TY9128) have successfully undergone large-scale fire tests at FM Global to comply with Chapter 21 of NFPA 13, 2013 Edition. As such, Tables 21.2.2 and 21.3.2 of NFPA 13 may be utilized for design options with the Model EC-25 Upright Sprinklers for providing ceiling-only protection. This allows for the protection of Pal- letized, Solid Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage as well as Single, Double, and Multiple Row Open Rack protection of up to 30 feet (9,1 m) of Cartoned Unexpanded Group A Plastic Commodities in a maximum 35 feet (11 m) ceiling condition with extended spacing up to 196 ft.2 while maintaining very reasonable flow and pressure requirements. Pipe sizes as well as water supply requirements can now be kept to a minimum when compared to other design methods for high piled storage challenges. Refer to Tables A and B of this data sheet for specific flow, pressure, and number of sprinklers to be calculated. When used in accordance with NFPA Chapter 21, smoke vents and draft cur- tains are not required as specified in the 2015 edition of the International Building Code (IBC) and International Fire Code (IFC) for CMSA sprinklers with an RTI of 50 or less and a design of 12 or fewer sprinklers. Construction Type In accordance with NFPA 13 for Extended Coverage Sprinklers for High Piled Storage. Obstruction Criteria Follow Sections 8.8.5.1, "Extended Coverage Obstruction Guidelines for Sprinkler Discharge Pattern Develop- ment"; 8.12.5.2 and 8.12.5.3, "ESFR Obstruction Criteria," for obstructions that prevent the pattern from reaching the hazard below. Exception: When using the Upright EC-25 Sprinkler, any continuous obstruction 4 inches (100 mm) or less shall be permitted to be ignored in accordance with NFPA 13, section 21.5.3.2.3. Deflector Distance below Ceiling Follow NFPA 13, Section 8.8.4 for allowed deflector distances below ceiling. Clearance to Storage Minimum 36 inches from deflector to top of storage required. Maximum Distance between Sprinklers 14 feet (4,3 m) Minimum Distance between Sprinklers 10 feet (3,0 m) WRENCH RECESS FITTING SIDE TOWARDS SPRINKLER FITTING ,,_, FIGURE 2 W-TYPE I SPRINKLER WRENCH Installation TYCO Model EC-25 Extended Cover- age 25.2K Upright Sprinklers are to be installed in accordance with this section. Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler using only the frame arms and the appropriate sprin- kler wrench. Do not grip or apply any force to the fusible Link Assembly. Damaged sprinklers must be replaced immediately. A leak-tight 1 inch NPT sprinkler joint should be obtained by apply- ing a minimum-to-maximum torque of 20 to 30 Ibs.-ft. (26,8 to 40,2 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model EC-25 Upright Sprinkler in the upright position. Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply any force to the Link Assembly, and handle the Model EC-25 Sprinkler only by the Frame arms. Step 3. Wrench-tighten the Model EC-25 Sprinkler using only the W-Type 1 Sprinkler Wrench (Ref. Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats. Step 4. After installation, inspect the Link Assembly of each Model EC-25 Sprinkler for damage. In particu- lar, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assembly has not been bent, creased, or forced out of its normal position in any way. Damaged sprinklers must be replaced immediately. TFP2I3 Page 4 of 4 Max Max. Ceiling/ Mm. Max. Hose Water Storage Commodity Storage Height Roof Type of Number of Design Operating Pressure Coverage Area Stream Allowance Supply Arrangement Class Feet Height System Sprinklers psi Ft. x Ft. gpm Duration (m) Feet (m) (bar) (m x m) (1pm) Hours 25 30 Wet 6 30 14x14 250 Palletized, Class I thru (7,6) (9,1) (2,1) (4,3 x 4,3) (950) Solid-Piled, Class IV, encapsulated Bin Box, Shelf, or and unencapsulated, 30 (9,1) 35 (11) Wet 8 40 (2,8) 12 x 12 (3,7 x 3,7) 250 (950) Back-to-Back and cartoned non-expanded Shelf Storage plastics 30 35 Wet 8 40 14x14 500 1.5 (9,1) 11 (11) (2,8) (4,3x4,3) (1900) TABLE A NFPA 13, CHAPTER 21-ALTERNATIVE SYSTEM DESIGN PALLETIZED, SOLID-PILED, BIN BOX, SHELF, OR BACK-TO-BACK SHELF STORAGE OF CLASSES I - IV AND CARTONED NON-EXPANDED PLASTIC COMMODITIES Max Max. Ceiling/ Mm. Max. Hose Water Storage Commodity Storage Height Roof Type of Number of Design Operating Pressure Coverage Area Stream Allowance Supply Arrangement Class Feet Height System Sprinklers psi Ft. x Ft. gpm Duration (m) Feet (m) (bar) (m x m) (1pm Hours) 25 30 Wet 6 30 14x14 250 Class I thru (7,6) (911) (2,1) (4,3x4,3) (950) Sprinkler Class IV, protection criteria for encapsulated 30 Wet 8 40 12x12 250 open-frame and unencapsulated, (9,1) (11) (2,8) (3,7 x 3,7) (950) rack storage and cartoned non- expanded plastics 30 35 40 14 x 14 500 (9,1) (11) Wet 8 (2,8) (4,3x4,3) (1900) 1.5 TABLE B NFPA 13, CHAPTER 21-ALTERNATIVE SYSTEM DESIGN OPEN-FRAME RACK (SINGLE, DOUBLE, AND MULTIPLE ROW) STORAGE OF CLASSES I - IV AND CARTONED NON-EXPANDED PLASTIC COMMODITIES Care and Maintenance TYCO Model EC-25 Extended Cover- age 25.2K Upright Sprinklers must be maintained and serviced in accordance with this section. Before closing afire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this decision. Inspection, testing, and maintenance must be performed as indicated below and in accordance with the local requirements and/or national codes. Any impairment must be immediately corrected. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of any authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product description and part number (P/N). Sprinkler Assemblies Specify: Model EC-25 Extended Cover- age 25.2K Upright Sprinklers (TY9128), (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F(74°C) ..............P/N 58-450-1-165 212°F(100°C) ............ P/N 58-450-1-214 Special Order Sprinkler Assemblies with ISO 7-R 1 Thread Connection Specify: Model EC-25 Extended Cover- age 25.2K Upright Sprinklers (TY9128) with ISO 7-R 1 thread connection, (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F(74°C) ...............P/N 58-451-1-165 212°F (100°C) .............P/N 58-451-1-214 Sprinkler Wrench Specify W-Type 1 Sprinkler Wrench, P/N 56-872-1-025 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. tuco TEFLON is trademark of DuPont corporation. 'Fire Protection Products FM Approved and UL Listed Sprinkler Pipe I I E I Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. I fl H I 1 1.315 1.097 1.41 lbs/ft 91 11/4 - 1.660 1.442 1.81 lbs/ft 61 1 1/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 2 1/2 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe 1 1.315 1.049 1.68 lbs/ft 70 11/4 - - 1.660 1.380 2.27 lbs/ft 51 11/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 2 1/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 4 4.500 4.260 10.80 lbs/ft 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Chesterfield, MO 63017 contact your salesperson c®US 1819 Clarkson Road For additional information, LISTED QN, 6 BULL. MOOSE TUBE COIV*PlY (800) 325-4467 today at (800) 325-4467 or FAX: (636) 537-2645 (636) 537-2600 in the USA, ______ www.bullmoosetube.com or from Canada ACcompany e-mail: sales@bultmoosetube.com call (800) 882-4666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 I I I I I r I I I I I and FM Approved Fully Listed Sprinkler Pipe SCHEDULE 10 SPECIFICATIONS Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPS NOM OD NOM ID WALL WEIGHT UL PIECES in. mm In. mm in. mm lbs/ft. kg/rn CRR Lift Approvals and Specifications . . . Both products meet or exceed 1Y4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 the following standards: 11/2 1.900 48.3 1.682 42.7 .109 2.77 2.09 3.11 5.8 61 ASTM A135, Type E, Grade A (Schedule 10) 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 ASTM A795, Type E, Grade A (Schedule 40) 21/2 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 NFPA 13 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6,46 2.6 19 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected 4 4.500 114.3 4.260 108.2 .120 3.05 5.62 8.37 1.6 19 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. 6 6.625 168.3 6.357 161.5 .134 3.40 9.30 13.85 1.0 10 8 8.625 219.1 8.249 2095 .188 4.78 16.96 25.26 2.1 7 Finishes and Coatings All Wheatland black steel fire sprinkler pipe Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. up to 6" receives a proprietary mill coating to The CRR is ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be SCHEDULE 40 SPECIFICATIONS easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black, or with hot-dip galvanizing, to meet NPS NOM OD NOM ID WALL WEIGHT UL , PIECES in. mm in. ' mm ' in. mm lbs/ft. kg/m ' CRR ' Lift FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 . or A53. All Wheatland galvanized material is 1 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1,00 70 also UL Listed. Product Marking 11/4 1.660 42.2 1.380 35.1 .140 3.56 2.27 3.39 1.00 11/2 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 51 44 Each length of Wheatland fire sprinkler pipe is continuously stenciled to show 2 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a * The CRR Is ratio value used to measure the ability of a pipe to withstand corrosion. supplementary identification method. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). @ C& APPROVED I PROJECT: CONTRACTOR: DATE: SPECIFICATION REFERENCE: SYSTEM TYPE: ENGINEER: LOCATIONS: COMMENTS: Wheatland Tube \ 7,7.1 .1011 iiiiiiiiá 1%" Channel WtI100 Ft: 190 Lbs (283 kg/1 00 m) P1000 Allowable Moment 5,080 In-Lbs (570 N.m) 12 Gauge Nominal Thickness .105 (2.7mm) 7/8 1/8 M9A3 2 1/' Ll 1 _j.710" 2 I 95 29•5 77* 1 23.3 41.3 + 18.3 2 Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20 COLUMN LOADING - P1000 Maximum Unbraced Allowable Load Maximum Column Load Applied at C.G. Height at Slot Face K=0.65 K=0.80 K =1.0 K = 1.2 In Lbs Lbs Lbs Lbs Lbs 24 3,450 10,750 9,900 8,770 7,730 36 3,050 8,910 7,730 6,370 5,280 48 2,660 7,250 5,980 4,660 3,770 60 2,290 5,890 4,660 3,600 2,940 72 2,000 4,800 3,770 2,940 2,380 84 1,760 4,010 3,170 2,460 1,970 96 1,570 3,450 2,730 2,090 1,650 108 1,410 3,020 2,380 1,800 ** 120 1,270 2,680 2,090 ** ** MATERIAL Unistrut channels are accurately and carefully cold formed to size from low-carbon strip steel. All spot-welded combination members, except P1001T, are welded 3" (76 mm) maximum on center. STEEL: PLAIN 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and 16 Ga. (1.5 mm) ASTM A1011 GR33 STEEL: PRE-GALVANIZED 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm) ASTM A653 CR 33 For other materials, see Special Metals or Fiberglass sections. BEAM LOADING - P1000 Max flefl. at Allowable Uniform Uniform Loading at Deflection Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs 24 1,690 0.06 1,690 1,690 1,690 36 1,130 0.13 1,130 1,130 900 48 850 0.22 850 760 510 60 680 0.35 650 490 320 72 560 0.50 450 340 220 84 480 0.68 330 250 170 96 420 0.89 250 190 130 108 380 1.13 200 150 100 120 340 1.40 160 120 80 144 280 2.01 110 80 60 168 240 2.74 80 60 40 192 210 3.57 60 50 NR 216 190 4.52 50 40 NR 240 170 5.58 40 NR NR FINISHES All channels are available in: Perma Green II (CR) Pre-galvanized (PC), conforming to ASTM A653 G90 Hot-dipped galvanized (HG), conforming to ASTM A123 Plain (PL) Project: Architect! Engineer: Date: Contractor: Address: Phone: Approval Stamp: Notes 1: Notes 2: I UNISTRUT J P2024 thru P2070-84 Pipe Clamps for O.D. Tubing Page 1 of 2 Finish: Electro-galvanized. Slotted hex head screw and nut included. I I I I I P2024-P2029 16 ga. P2030-P2035 14 ga. P2037.P2052 12 ga. P2053-P2066 11 ga. P2067 - P2070-84 10 ga. I I I I I I I I I I I I MATERIAL Unistrut pipe clamps, unless noted, are punch-press made from hot-rolled, pickled FINISHES and oiled steel plates, strip or coil, and conform to ASTM specifications A1008, A575, A576, A635, or A36. The fitting steel also meets the physical requirements of Pipe supports are available in: ASTM A101 1 SS GR 33. The pickling of the steel produces a smooth surface free Electro-galvanized (EG), conforming to ASTM 8633 Type Ill SC1 from scale. Hot-dipped galvanized (HG), conforming to ASTM A123 or A153 (hardware) Many items are also available in stainless steel. Consult factory for ordering information. • Perma-Green II (GR), and plain (PL). Project: Architect! Engineer: Date: Contractor: Address: Notes 1: I Notes 2: I Approval Stamp: Phone: UNISTRUT IM P2024 thru P2070-84 Pipe Clamps for O.D. Tubing Page 2 of 2 O.D. Wt/100 Design Part Size pcs Load Number In (mm) Lbs (kg) Lbs (kg) P2024 1/4 8 6.4 3.6 P2025 ½ 8 400 9.5 3.6 181 P2026 1,4 9 12.7 4.1 P2027 ½ 10 15.9 4.5 P2028 3/4 11 19.1 5.0 P2029 /8 12 22.2 5.4 P2030 1 14 25.4 6.4 600 P2031 11/8 15 28.6 6.8 272 P2032 1¼ 16 31.8 7.3 P2033 1% 17 34.9 7.7 P2034 1½ 18 38.1 8.2 P2035 1% 19 41.3 8.6 P1430 1% 29 44.5 13.2 P2037 1% 28 47.6 12.7 800 P2038 2 31 50.8 14.1 363 P2039 21/o 32 54.0 14.5 P2040 21/4 33 57.2 15.6 P1117 2/8 34 60.3 15.4 P2042 21/2 35 63.5 15.9 P2043 2% 37 66.7 16.8 P2044 21/4 38 69.9 17.2 P1118 21/8 40 73.0 18.1 P2046 3 41 76.2 18.6 O.D. Wt/100 Design Part Size PCs Load Number In (mm) Lbs (kg) Lbs (kg) P2047 31/8 43 79.4 19.5 P2048 31,4 45 800 82.6 20.4 363 P2049 3/8 46 85.7 20.9 P1119 31/2 47 88.9 21.3 P2051 3% 56 92.1 25.4 P2052 31/4 58 95.3 26.3 P2053 37/8 60 1,000 98.4 27.2 454 P1120 4 62 101.6 28.1 P2055 41,4 62 104.8 28.1 P2056 41/4 64 108.0 29.0 P2057 4% 66 111.1 29.9 P1121 41/2 67 114.3 30.4 P2059 4% 70 117.5 31.8 P2060 43/4 72 120,7 32.7 P2061 47/8 73 P2062 5 74 127.0 33.6 P2063 51,4 76 130.2 34.5 P2064 51/4 77 133.4 34.9 P2065 5/8 78 136.5 35.4 P2066 51/2 79 139.7 35.8 P2067 5% 88 142.9 39.9 P2068 53/4 90 146.1 40.8 P2069 57/8 92 149.2 41.7 O.D. Wt/100 Design Part Size PCs Load Number In (mm) Lbs (kg) Lbs (kg) P2070 6 94 152.4 42.6 P2070-61 6½ 96 155.6 43.5 P2070-62 61/4 98 158.8 44.5 P2070-63 6% 99 1,000 161.9 44.9 454 P2070-64 61/2 100 165.1 45.4 P1124 6% 102 168.3 46.3 P2070-66 64 104 171.5 47.2 P2070-67 61/8 106 174.6 48.1 P2070-70 7 108 177.8 49.0 P2070-71 71/8 110 181.0 49.9 P2070-72 71/4 112 184.2 50.8 P2070-73 7% 114 187.3 51.7 P2070-74 71/2 116 190.5 52.6 P2070-75 7% 117 193.7 53.1 P2070-76 7% 119 196.9 54.0 P2070-77 77/8 121 200.0 54.9 P2070-80 8 123 203.2 55.8 P2070-81 81/8 125 206.4 56.7 P2070-82 81/4 126 209.6 57.2 P2070-83 8/8 128 212.7 58.1 P2070-84 81/2 129 215.9 58.5 P1126 8% 130 219.1 59.0 Patent No. T HrE fPatentf (SWXP) Patent Pending or for SXP) extreme Pending ,araflt roof pttes Product Features The Sammy X-Press expands to provide direct vertical attachment in: Metal Deck (22-16 gauge) - Z-Purlin (18-16 gauge) The Sammy X-Press Swivel allows you to hang plumb in extreme roof pitches: - 89° in Z-Purlin - 45° in metal deck for 12/12 pitch The Sammy X-Press Sidewinder expands to provide horizontal attachment in: -16 ga - 3/16" steel - purlin, tubular steel. Installs in seconds, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. Less jobsite material needed No retaining nut required. Provides design flexibility. 1/4' 8181922 XP 200 X-Press 200 1146 (22 ga)185 (Luminaire) .125° 25 125 Metal Deck 250 (Luminaire) r --------------------------850)2WPipe) 0)2'Pipe) 027'185 (Luminaire) - - -- 3/8" 8150922 XP 20 X-Press20 1146(22gal 250 (Luminaire) 1475 (4' Pipe) .125' 25 125 Metal Deck L•._ ____ - 283 (Conduit ----- 1500 (4" Pipe) 060' 3/8' 8153922 XP 35 X-Press 35 1783 (16 gal 85 )Luminaire) 940 )2' Pipe) .105' .125° 25 125 Purlin 250 )Luminaire) 1475 (4' Pipe) .027' 416 )Cenduit& Cable) _________------------------.--.---.--.-.----. .056" 750 (2' Pipe) -- -i 170 vertical )Luminaire) 3/8" 8294922 SXP2O Swivel X-Press 20 lo6ll22gaVerticall 80@45°)Luminaire) 635 (2' Pipe) .027' 125° 25 125 Metal Deck 829(45° Off Vertical) 283 vertical (Conduit & Cable) -- .--- - - 233@45° (Conduit &Cable) .--- - 1500)4" Pipe) --.- -- -- - i)S. cs 250 vertical )Luminaire) 3/8' 8295922 SXP 35 Swivel X-Press 35 1675 (16 ga Vertical) 80 @90° (Luminaire) 635 (2' Pipe) 060' .125° 25 125 Purlin 1558)89" Off Vertical) 500 vertical (Conduit & Cable) 333 /6 09° (Conduit & Cable) Metal Deck r Pro-Pour Structural Concrete@ 3000 psi (Pro-Pour) 3/8 8150922 XP SammyX Press 20 1146)22ga) 850)2/ Pipe) 25 125 Metal Deck :.1rAeIruutiu.iuII X- Post-Pour Range 8 LWC5 35 PCF (lbs/It") (Post-Pour) 1250 (3W Pipe) 3/8 8293957 SVIO(P 35 Sidewinder X-Press 35 1798 (16 sat 80 (Luminaire) .060" .125" 25 125 Purlin ' ' 416 (Conduit & 7Y X-Piress 1JI1IYlVVILoJi!I(•Io] Patent Pending 00, To watch a video demonstration of the Sammy X-Press, visit http.flwww sammysuperscrew.com/sammyxpress him oHS (']lI MAONUSA V Pre-Pear Structural Concrete /8 3000 psi Post-Poor Range II LWC-1 35 PCF (Ibsi ft') Lr 8194910 UXPIT" Universal X-Press It Tool 1 8195910 RXPIT Retro Socket for 8151910 1 8152910 XPDB 25/64" Dtill Bit 1 "Tool Includes: Sleeve, Bit Receiver, Hex V*ench, and 25/64' Drill Bit. Fig. 25 - Surge Restrainer c®uSLISTED I I I I I I 1 Size Range - One size fits 3/4" thru 2" pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed Q.a!y when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4' thru 2'. Patent #5,344,108 I I U I I I I -P- - OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I CUSTOMER SERVICE • 800.786.5266 www.tolco.com Part No. AIR 1/4" x L' Threads 20 Recommended I 240 Load (1.07) Approx. Wt./100 12 Ft. (5.44) AIR I8" x 1' 16 730 (3.24) 29 (13.15) AIR 1/2" X L' 13 1350 (6.00) 53 (24.04) AIR /" x 'L' 11 2160 (9.60) 89 (40,37) AIR 3/4" X 'L 10 3230 (14.37) 123 (55.79) AIR I8" x 'L' 9 4480 (19.93) 170 (77.11) Ii 1 I I I Fig. B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) Fig. B3205L - Threaded Rod (right & left hand threads) Size Range: I8-16 thru 3-4 rod Specify Length Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also TL available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Thread Size Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish I I I TL I Thread Size Thread Partl. . B3205-3/8 x 'L' • I8-16 21/2 ' (63.5) 730 (3.25) I 572 (2.54) _ pI11 Design Load B3205-112 x 'L' 1/2",.13 21/2 (63.5) 1350 (6.00) 1057 (4.70) B3205-518 x 'L' /8-11 21/2 (63.5) 2160 (9.61) 1692 (7.52) B3205-3/4x 'L' /4-10 3° (76.2) 3230 (14.37) 2530 (11.25) B3205-718 x 'L' 1 7/811-9 31/2 (88.9) 1 4480 1 (19.93) 3508 1 (1560) For larger sizes consult full line pipe hanger catalog. I Fig. AIR - All Threaded Rod (TOLCO Fig. 99 & Fig. 100) Size Range: /8"-16 thru 11/26 rod in 10' (3.05m) lengths Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Note: Fig. 99 is cut to length all threaded rod. Fig. 100 is full length. I I I I For larger sizes consult full line pipe hanger catalog. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. - COOPER B-Line 44 If' I Fig. 200-1 to 200-2 Fig. 200-/2. 200-3/4 Fig. 200_2112 to 200-8 Fig. 200 Fig. 200F Part . 200_112 Pipe 1/2" (15) Size I /8-16 A I 31/8" (79.4) 2/8' : (66.7) Approx.'/W 11 u I (5.0) 200-/4 3/4 (20) /8"-16 31/8 (79.4) 21/2 ' (63.5) 11 (5.0) 200-1 1" (25) /8°-16 33/8" (85.7) 2/8' (66.7) 12 (5.5) 200_1114 11/4" (32) /8"-16 33/4 (94.0) 2/" (73.0) 13 (59) 200-1I2 11/2 (40) /8"-16 3/8" (98.4) 2/8' (73.0) 14 (6.4) 200-2 2' (50) /8-16 41/2 (114.3) 3' (76,3) 15 (6.9) 200-2I2 21 /2 (65) /8"-16 5/" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) I8"-16 57/8" (149.1) 4" (101.6) 29 (13.3) 200-31I2 31/2 (90) /8"-16 7/8' (187.3) 51/4 (133.3) 34 (15.6) 200-4 4' (100) /8'-16 7/8 (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2°13 9/8" (231.8) 61/4' (158.7) 66 (30.2) 200-6 6" (150) 1/2"_13 101/8 (257.2) 6/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2"13 131/8 (333.4) 8/4" (222.2) 136 (62.3) I 1 U Fig. 2005 Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B3170NF) ®TDLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B3170NFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B3170NFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-1 71 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel . materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. ri Fig. 200C I I I LI I I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PPI I COOPER B-Line Victaulic® FirelockTM Rigid Coupling Ai -C -ta - Style 009N 10.64 Patented 1.0 CERTIFICATION/LISTINGS Z<S> [LPCB] Uffm C104-la/36 2.0 PRODUCT DESCRIPTION The FireLock EZTM Style 009N Installation-ReadyTM Rigid Coupling is for use in the fire protection market. The coupling's unique design eliminates loose parts, promotes consistent installation and provides substantial gains in productivity. IMPORTANT: FireLock EZTM Style 009N couplings are recommended for use ONLY on fire protection systems. 3.0 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) O Orange enamel (North America, Asia Pacific) E] Red enamel (Europe) El Hot dipped galvanized Gasket: (specify choice') El Grade "E" EPDM (Type A) I FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should I always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolt s/Nuts: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. I I 1 I System No. I Location I I Spec Section I Paragraph Submitted By Date Approved Date I victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 10.64 7072 Rev G updated 10/2014 © 2014 Victaulic company. All rights reserved. 1 \4tauIic I victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 4.0 LISTINGS/APPROVAL 2 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size cULus FM Vds LPCB Sch. 5 Sch. 10 Sch. 40 Sch. 5 Sch. 10 Sch. 40 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 11/4 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 2502 2502 2500 2500 11/2 232 365 365 175 363 363 363 363 40 1600 2517 2517 1205 2502 2502 2500 2500 2 363 365 365 175 363 363 363 363 50 2502 2517 2517 1205 2502 2502 2500 2500 21/2 N/A 365 365 175 363 363 363 363 65 2517 2517 1205 2502 2502 2500 2500 76.1 mm N/A 365 N/A N/A 363 N/A 363 363 2517 2502 2500 1 2500 N/A 365 365 175 363 363 363 363 80 2517 2517 1205 2502 2502 2500 2500 N/A 365 365 175 363 363 363 363 100 2517 2517 1205 2502 2502 2500 2500 108.0mm N/A N/A N/A 175 363 363 N/A N/A 1205 2502 2502 N/A 290 365 N/A 363 363 232 N/A 125 2000 2517 2502 2502 1600 133.0mm N/A N/A N/A N/A 363 N/A N/A N/A 2502 139.7 mm N/A 290 N/A N/A 363k N/A 232 N/A 2000 2502 4 1600 159.0mm N/A N/A N/A N/A 363 2502 N/A N/A N/A 165.1 mm N/A 2906 20006 N/A N/A 363 N/A 2502 N/A N/A 6 N/A 290 365 N/A 363 363 232 N/A 150 2000 2517 2502 2502 1600 216.0 mm N/A N/A N/A N/A 3634 2502 N/A N/A N/A 8 N/A 290 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 2 Listed/Approved for wet and dry pipe systems (> -40'F/-40'C) for continuous use in freezing conditions, use of Style 005H coupling with Silicone Gasket is recommended. Please see the VictaulicInstallation Manual 1-009N/009H for details concerning when supplemental lubrication is required. 3 cULus listed for DIN 24582.6mm pipe wall. 4 FM approved for BS 1387 Medium 3.6 mm pipe wall. 5 cuLus listed for EN 10220 4.0 mm pipe wall. 6 cuLus listed for EN 102554.5mm pipe wall. I 10.64 7072 Rev G Updated 10/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 2 I I ili 4t -au Iicr victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 4.1 LISTINGS/APPROVAL Speciality Pipe Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cULus FM cULus FM inches psi psi inches psi psi inches psi psi kPa kPa kPa kPa kPa kPa BLT 1¼-2 300 365 EZT 1¼-2 300 365 MT 1¼-2 300 365 2068 2517 2068 2517 2068 2517 DF 1¼-4 300 365 FF 1¼-4 300 365 MLT 1¼-2 N/A 365 2068 2517 2068 2517 2517 DI 1'/4-2 300 365 FLF 1 1/4-4 N/A 365 ST 1¼-2 N/A 365 2068 2517 2517 2517 EF 1'/e4 175 175 FLT 1¼-2 N/A 365 STF 1¼-4 N/A 365 1206 1206 2517 2517 EL 1V42 300 365 FLTL 1 1/4_2 N/A 365 IF 2¼-4 N/A 365 2068 2517 2517 2517 ET40 1 1/4-2 300 365 GL 1V4 2 300 365 WLS lh/4_2 300 365 2068 2517 2068 2517 2068 2517 EZF 3-4 300 365 ME 1'/44 300 365 WST 1¼-2 N/A 365 2068 2517 2068 2517 2517 XL 1 ¼-2 300 365 2517 NOTES BLT =BLT steel pipe manufactured by Allied Tube & Conduit Corp. I . DF = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. DT = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. I . EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Fire-Flo steel pipe manufactured by Youngstown Tube Co. I . ELF = Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. FLT = Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. FLIL = Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. GL = GL steel pipe manufactured by Wheatland Tube Co. I . MF =Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT= Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co I . ST = STD wall pipe in accordance with ASTM A53. STF = Steady Flow steel pipe manufactured by AMS Tube Corp. TF = Tex-Flow steel pipe manufactured by Tee-Tube Co. I . WLS = WLS steel pipe manufactured by Wheatland Tube Co. WST = WST steel pipe manufactured by Wheatland Tube Company. XL = XL steel pipe manufactured by Allied Tube & Conduit Corp. I I I I I 10.64 7072 Rev G Updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 0At3uIic I victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 p 5.0 DIMENSIONS Style 009N IIhuI - 1111 Style 009N Pre-Assembled Style 009N Joint Assembled (Push On Condition) Dimensions Pre-assembled Actual Maximum Maximum Allow. (Push On Condition) Joint Assembled Approx. Nominal Outside Working End Pipe End Bolt/Nut Weight Size Diameter Pressure 7 Load 7 Separation Size X V X V Z Each inches inches psi lbs. inches inches inches inches inches inches inches lbs. mm mm kPa N mm No. mm mm mm mm mm mm kg 1¼ 1.660 365 790 0.10 3/sX2 3.13 5.00 2.75 5.00 2.00 1.4 32 42.4 2517 3514 2.54 2 M10x2 79 127 70 127 51 0.6 11/2 1.900 365 1035 0.10 3/ x 2 3.38 5.13 3.00 5.13 2.00 1.5 40 48.3 2517 4604 2.54 2 M10x2 86 130 76 130 51 0.7 2 2.375 365 1616 0.12 3/a X2½ 4.00 5.63 3.50 5.63 2.00 1.9 50 60.3 2517 7193 3.05 2 M10x21/2 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 %x2½ 4.50 6.13 4.00 6.13 2.00 2.1 65 73.0 2517 10542 3.05 2 M10x21/2 114 156 102 156 51 1.0 3.000 365 2580 0.12 %x2½ 4.63 6.00 4.13 6.13 2.00 2.1 76.1 mm 76.1 2517 11476 3.05 2 M10x21/2 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 3/8 X21/2 5.13 6.75 4.63 6.75 2.00 2.3 80 88.9 2517 15622 3.05 2 M10x21/2 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 %x2½ 6.00 7.88 5.63 7.50 2.13 2.9 100 114.3 2517 25822 4.32 2 M10x21/2 152 200 1 143 191 54 1.3 108.0 mm 4.250 365 5175 0.17 2 3/a X2½ 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 M10x21/2 152 1.87 137 187 54 1.4 5 5.563 365 8870 0.17 1/2 x 3 7.25 9.25 6.75 9.13 2.25 5.0 125 141.3 2000 39456 4.32 2 M12x3 184 235 171 232 57 2.3 133.0 mm 5.250 365 7897 0.17 2 ½x3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 M12x3 168 229 162 229 57 2.2 5.500 365 8667 0.17 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 139.7 mm 139.7 2517 38529 4.32 2 M12x3 175 235 171 232 57 2.2 6.250 365 11192 0.17 ½x3¼ 7.88 10.00 7.38 9.88 2.25 5.6 159.0 mm 159.0 2517 49753 4.32 2 M12x31/4 200 254 187 251 57 2.5 6.500 365 12105 0.17 ½X31/4 8.00 10.25 7.75 10.13 2.25 6.0 165.1 mm 165.1 2517 53813 4.32 2 M12x31/4 203 260 1 197 257 1 57 2.7 6 6.625 365 12582 0.17 ½x3¼ 8.38 10.38 7.88 10.13 2.25 6.0 150 168.3 2000 44469 4.32 2 M12x31/4 213 264 200 257 57 2.7 8.500 365 20712 0.17 5/a X4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 mm 216.0 2517 55968 4.32 2 M16x4 270 337 260 257 67 5.2 8 8.625 365 21326 0.17 5/a X4 10.88 13.38 10.25 13.13 2.50 11.4 200 219.1 1620 94863 4.32 2 M16x4 276 340 260 333 64 5.2 7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in I accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. 8 The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZTM couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 9 Number of bolts required equals number of housing segments. I NOTES When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N couplings. IMPORTANT: Gaskets intended for the Style 009 I or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZTM couplings are supplied with FireLock EZTM Grade 'E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSealTM gaskets are not compatible and cannot be used with the FireLock EZTM couplings. I I 10.64 7072 Rev G Updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 Ill JtauIic I victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 6.0 REFERENCE MATERIALS Publication 05.01: Seal Selection Guide 1-009N/009H: Installation Instructions FireLock EZIM Rigid Coupling 1 User Responsibility for Product Selection and Suitability Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, as well as Victaulic performance, maintenance, Victaulic reserves the right to change product specifications, designs and standard safety, and warning instructions. Nothing in this or any other document, nor any verbal equipment without notice and without incurring obligations. recommendation, advice, or opinion from any Victaulic employee, shall be deemed to Installation alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions Reference should always be made to the 1-009N/1-009H Firelock EZ Rigid Coupling Installation Instructions for the product you are installing. Handbooks are included with of sale, installation guide, or this disclaimer. Intellectual Property Rights each shipment of Victaulic products, providing complete installation and assembly data, No statement contained herein concerning a possible or suggested use of any material, and are available in PDF format on our website at www.victaulic.com. product, service, or design is intended, or should be constructed, to grant any license Warranty under any patent or other intellectual property right of Victaulic or any of its subsidiaries Refer to the Warranty section of the current Price List or contact Victaulic for details. or affiliates covering such use or design, or as recommendation for the use of such Trademarks material, product, service, or design is the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic, FireLock EZT., Flush-Seal, and Installation-Reudy are trademarks or or patent applications for articles and/or methods of use in the United States and/or other registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/ countries, or other countries, reserved. 10.64 7072 Rev G Updated 10/2014 © 2014 Victaulic Company. All rights victaulic.com Jt Iicr 5 _au 1 MechanicaIT® STYLES 920 AND 920N STYLES 920 AND 920N STYLE 920 CROSS PATENTED I I I I I Victaulic MechanicalT+ Outlet provides a direct branch connection at any location a hole cn be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secur$s the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style Z nd size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female thread outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hoIs- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450kPa working pressure on Schedule I 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. I Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized I systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. !I.1141/JI1I CONTRACTOR ENGINEER System No, Submitted By Spec Sect Para___________ Location Date Approved I www.victaulic.com vicTAuLic IS REGISTERED TRADEMARK OF vICTAuLIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV M I \JtauIicr 11.02 1 I CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N I 11.02 I DIMENSIONS I _ I GROOVED OUTLET f - Y Z C-I~iw I FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut I in the pipe A pressure responsive gasket provides the seal I . Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa I on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½/50 x 15 mm through 8 x 4/200 x 100 mm I IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. I I Dimensions Weight Each 2 x 1/2 (a) a 920¼ 500 150 200 2.53 - 1.61 535 275 31 - 50 15 3450 381 51 64 41 136 70 1.5 34(a) a 920¼ 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 - 41 136 70 1.5 - 1 (a) a 920N 500 1.50 1.85 2.53 161 5.35 2.75 3.0 25 3450 38.1 1 47 64 - 1 41 136 70 1.4 - 1 4 (à) fa 920N 500 1.75 205 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 11/2 (a) to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 21/2 x 1/2 (a) §a 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 38.1 56 70 - 46 143 70 1.4 - 34(a) 5a 920¼ 500 1,50 2.18 2.74 1.82 5.64 2.75 3.0 20 0 38.1 U U 46 143 U U 1(a) 50 920N 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 25 3450 38.1 52 70 46 143 70 1.4 - 1 1/4 t (a) a 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 11/2 I (a) a 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 761 )< 1/2 (a) 0N 300 1.50 2.22 2.75 2.25 6.46 3.18 3,9 15 2065 38.1 56 70 - 57 164 81 1.8 - 1/4 (a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 2065 38.1 56 70 - 57 164 81 1.8 1(a) 920¼ 300 1.50 2.07 2.75 2.25 6.46 3.18 3.8 25 2065 38.1 53 70 57 164 81 U 11/4 (a) a 920¼ 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1½ (a) a 920½ 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1.6 1,5 3 1/2 (a) a 920N 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 80 15 3450 38.1 64 78 - 58 156 70 1.6 3/4 (a) a 920¼ 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 20 3450 38.1 U 78 U 156 70 U 1(a) 920¼ 500 1.50 2.38 3.06 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 U 156 70 U 1 1/4 (a) '(a 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32(b) 44 U U 90 U 156 76 U 1.8 1 1/z (a) '(a 920½ 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 1 58 156 U U 1 1.8 2(a) a 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 92 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 P~~ 3450 63.5 76 - 95 62 171 99 1.8 TABLE CONTINUED ON PG. 3 a. Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com 'r,/tauIic. vlC'rAuuc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 2 REV M I CARBON STEEL PIPE - HOLE CUT PRODUCTS I Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N I 11.02 Style ? LiI I - IGliD IDID ILJ TABLE CONTINUED FROM PAGE 2 4 1/1 (a) a 920N 500 - 1 50 3.03 3 56 269 701 2.75 37 - 100 15 3450 381 77 90 - 68 178 70 1.8 - ~ (a) 920N 500 1.50 300 356 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 68 178 70 1.8 1(a) a 920N 500 1.50 2.88 3.56 2.69 7.01 2.75 3.6 25 3450 38.1 73 90 - 68 178 70 1.8 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 11/. (a) to 920N 500 - - 44.5 78 96 102 68 iL J 1 ½ (a) to 920N 500 2,00 3.28 4,00 4.00 2.69 7.01 3.25 4.2 3.9 50 ....L. .1 3 JL 68 178 83 9 19 2(a) to 920N - 500 2.50 3.25 4.00 4.00 . 2.69 7.01 - 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 21/2 (a) t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 4.00 2.69 7.34 4.63 6.4 3450 69.9 73 - 102 68 186 118 - 2.9 3(a) 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6,4 80 3450 819 84 114 105 68 196 130 3.8 2.9 1 ¼ (a)a 108.0 x 0N 500 1.75 3.08 3.78 - 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 67 194 78 2.3 - 1 1/2 (a)a 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 50.8 83 102 - 67 194 83 2.3 - 2(a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 50 3450 63.5 83 102 - 67 194 102 1.9 76.1 mm 920 500 2.75 2.88 4,00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 -73 102 102 67 194 109 - 3.6 3.5 3 (a) 920 500 3.50 3,31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 84 114 114 67 194 124 3.1 10 5 1½ )a( t 920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 X 125 40 3450 5 J9a 131 121 80 1 246 94 3.4 3.4 2(a) t 920 500 2.50 4.00 4.75 4.75 3.16 9,70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 3.6 21/2 (a) 1 920 500 2.75 3.63 4.75 4.75 3.16 9,70 4.63 8.3 7,9 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 mm a 920 500 2,75 3.75 4.75 3.16 9.70 4.63 8.0 3450 69.9 95 - 121 80 246 118 - 3.6 3(a) t 920 500 3.50 3.81 5.00 4,63 3.16 9.70 5.31 8.4 8.8 80 88.9 97 W US 80 246 1330 x 2 920N 500 2.50 3.75 4,50 3.17 8.00 3.88 8.0 50 3450 63.5 95 114 - 81 203 99 3.6 3 920 500 3.50 3.81 5.00 3.00 9.46 5.31 8.0 80 3450 889 97 127 - 76 240 135 3.6 TABLE CONTINUED ON PG. 4 I DIMENSIONS I _ I GROOVED OUTLET y ~_-" L r -r- Z I _ I FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut I in the pipe A pressure responsive gasket provides the seal I . Request Publication 11.03 for Mechanical-I cross assemblies Pressure rated up to 500 psi/3450 kPa I on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15mm through 8 x 4/200 x 100 mm I IMPORTANT NOTES: Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another * Center of run to end of fitting. to achieve cross connections. S Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com viCTAuLiC IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV M 11.02 3 I CARBON STEEL PIPE - HOLE CUT PRODUCTS I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N I 11.02 I DIMENSIONS I Y -z- _ I GROOVED OUTLET T FT- I Y z 6- in I R I FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut I in the pipe A pressure responsive gasket provides the seal I . Request Publication 11.03 for Mechanical-T cross assemblies Style Max.Work Size N .. lPressure@ 1• Appr x. Dimensions Weight Each TABLE CONTINUED FROM PAGE 3 1397 x 1½ t 920N 500 200 3.78 4.50 3.30 8.23 3.25 7.0 40 3450 50.8 96 114 - 84 209 83 3.2 - 2 t 920N 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 50 3450 63.5 95 114 - 84 209 99 4.1 - 6 x 1¼ (a) 920N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 32(b) 3450 44.5 112 130 130 96 232 83 2.3 2.2-- 11/2 (a) to 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a) to 920½ 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 21/2 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 761 mm 920 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 3450 69.9 105 - 132 94 267 118 - 3.8 3(a) t 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4(a) to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 1 ½ (a) 159.0 x 920N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 3450 50.8 112 130 - 92 239 83 3.5 - 2(a) 920N 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 50 3450 63.5 111 130 - 92 239 99 3.6 - 76.1 mm 920 500 . 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5,31 8.1 14.0 80 3450 88.9 1 110 1 140 130 92 239 135 3.7 6.4 1080mm 920 500 4.50 4.45 5.38 3.63 9.40 6.12 10.0 3450 114.3 113 - 137 92 239 155 - 4,5 920 500 4.50 3.81 5.75 3.63 9.40 6.25 18.0 100 3450 1 114.3 96.80 146 - 92 239 159 8.2 - TABLE CONTINUED ON PG. 5 Pressure rated up to 500 psi/3450 kPa Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). I with on steel pipe; also available for use HDPE pipe t Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. • Sizes from 2 x ½150 x 15 mm 8 Female threaded outlets are available to NPT and BSPT specifications. through 8 x 4/200 x 100 mm @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. I (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services IMPORTANT NOTES: 0 Approved for use in China by Tinjin Approvals Company. Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. 1 I I www.victaulic.com vICTAuLiC IS A REGISTERED TRADEMARK OF VICTAILILIC COMPANY. © 2012 ViCTAuLiC COMPANY. ALL RIGHTS RESERVED. I 11.02 4 A-c-taulid REV M I Y r-F- z :-11 _ I GROOVED OUTLET I DIMENSIONS Provides a direct branch connection at 80 920 3450 88.9 135 165 165 122 316 135 5.7 any location where a hole can be cut 4(a) ta 920 oo 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 in the pipe 100 3450 114.3 122 171 162 122 316 159 6.9 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). A pressure responsive gasket provides t Available with grooved or female threaded outlet. Specify choice on order. the seal $ Center of run to end of fitting. Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-I cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings.' Pressure rated up to 500 psi/3450 kPa (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. on steel pipe; also available for use (b)For 76.1 mm threaded outlet, specify 2½' BSPT clearly on order. with HDPE pipe § Vds approved for fire protection services a LPCB approved for fire protection services Sizes from 2 x ½150 x 15 mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x 4/200 x 100 mm ~v F i Y r -r- Z --1 1 T IR FEMALE THREADED OUTLET Style Size N Pressure@1- Dimensions Weight Each TABLE CONTINUED FROM PAGE 4 5.1 X 16 1 920N 500 1.50 I 3.88 456 I 934 2.75 8.0 25 3450 381 99 116 - 96 237 70 3.6 - 1 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 - 96 237 83 3.8 - ½ (a) fa 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 mm 761 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3(a) t 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 4 (a) -(-a 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2(a) t 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 2½ (a) 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 mm 761 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 - 159 122 316 116 " 5.3 3(a) to 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 5.3 12.5 5.7 I CARBON STEEL PIPE - HOLE CUT PRODUCTS I Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N I 11.02 IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.viCtaulic.cOm vIcTAuLIC IS REGISTERED TRADEMARK OF vICTAuLIc COMPANY. 02012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X'A-c-ta -U1 ii d REV M 11.02 5 ri CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-1'2' fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C, and Ky Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for C51K Values: = Q2 Where: AP = Q2 - Where: Q = Flow (GPM) K,Q = Flow (m3/h) = Pressure Drop (psi) AP Q = C x C = Flow Coefficient Q = = Pressure Drop (bar) K =Flow Coefficient Exaggerated for clarity Equivalent Length of Outlet Si e SC hedule 40 Carbon Stee I Pipe OUTLET SIZE (C 120)t FT Cv/K, Values tTiIFiIs ½ 0.840 15 21.3 9.4 3/ 1.050 16 20 26.7 - - 13.7 1 1.315 21 - 8 25 337 - 1.8 1 y 1.660 50 48 32 42.7 5 /2 6 42.9 41.1 1 ½ - 1.900 11 53 53 40 98.3 45.4 45.4 2 2.375 112 104 50 60.3 9 10 /t 96 89.1 21/2 2.875 119 150 65 73.0 20 12 1/2 102 128.5 3.000 161 76.1 mm 16 - 76.1 - 138.1 - 3.500 249 237 80 88.9 14 15/2 213.4 203.1 4.500 421 401 100 114.3 20 22 360.8 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in14.2mm. I I I I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 6 'jtauIic REV M I I I I I I [1 I I LI I I I I STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 11.02 148D REV M UPDATED 03/2012 VICTAULIC IS REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 L I I I I I I I I I I I I JOB/OWNER System No. Location I I FireLock® Fittings FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock EZ® Style 009H couplings. LI 1 I MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. I Fitting Coating: Orange enamel. Red Enamel in EMEA-l. I • Optional: Hot dipped galvanized. I I I I I [TI CONTRACTOR ENGINEER Submitted By Spec Sect Para__________ Date Approved Date__________________________________ www.victaulic.com vIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. REV J 10.03 1 I I I I I I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Fittings DIMENSIONS 1 C to E1 10.03 to E C j T I- c it to W- . NO. 003 NO. 002 NO. 006 NO. 001 90 Elbow 45* Elbow- Straight te Ima ar Ila WeD utp 0.3 0.1 1,4 32 1.660 42.4 - - - - - - 0.8 21 1½ 40 1.900 48.3 - - - - - - - - - - - - 0.82 21 0.4 0.2 2 50 2.375 60.3 2.75 70 1.7 0.8 2.00 51 1.8 0.8 2.75 70 2.4 1.1 0.88 22 0.6 0.3 21/2 65 2.875 73.0 3.00 76 3.1 1.4 2.25 57 2.2 1.0 3.00 76 3.6 1.6 0.88 22 1.0 0.5 76.1 mm 3.000 76.1 3.00 76 3.30 1.5 2.25 2.4 57 3 80 3.500 88.9 3.38 86 4.0 1.8 2.50 64 3.1 1.4 3.38 86 5.3 2.4 0.88 22 1.2 0.5 08mm 4.250 108.0 4.00 102 5.7 2.6 3.00 76 5.1 2.3 4.00 102 7.5 3.4 - 4 100 4.500 114.3 4.00 102 6.7 3.0 3.00 76 5.6 2.5 4.00 102 8.7 3.9 1.00 25 2.4 1.1 5 125 5.563 141.3 4.88 124 12.6 5.7 3.25 83 8.3 3.8 4.88 124 15.7 7.1 1.00 25 4.1 1.9 1 9mm 5 6.250 158.8 5.50 140 12.6 5.7 3.50 89 9.2 4.2 5.50 140 17.9 8.0 - - 6 150 6.625 168.3 5.50 140 18.3 8.3 3.50 89 11.7 5.3 5.50 140 22.7 10.3 1.00 25 5.9 2.7 8 200 8.625 219.1 6.81 173 25.5 11.6 4.25 108 20.4 9.3 6.94 176 38.7 17.6 1.13 29 12.7 5.8 www.victaulic.com '.JtauIi VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY, ALL RIGHTS RESERVED. 10.03_2 REV J IRS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings FLOW DATA Size Equivalent Feetometers of Straight Pipe f 1¼ 1.660 - - - - 32 42.4 - - - - 1½ 1.900 - - - - 40 48.3 - - - 2 2,375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 - 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 761 mm 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108mm 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141,3 2.6 1.3 6,4 2.6 6.250 9.4 4.9 25.0 9.6 15 mm 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 50 25.0 10,0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com JtauIic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV J 1003 3 FireLock® Fittings GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009V/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.03 1539 REV J UPDATED 8/2011 vIcTAuLIc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.03 \ 4tauhcr