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HomeMy WebLinkAbout2848 WHIPTAIL LP; ; FPC2017-0092; Permit(City of Carlsbad AF(P Print Date: 09/02/2020 Permit No: FPC2017-0092 Job Address: 2848 WHIPTAIL LP, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2091201500 Track #: Applied: 04/10/2017 Valuation: $6,902,504.00 Lot #: Issued: 05/09/2017 Occupancy Group: Project #: DEV15086 Finaled Close Out: 09/02/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: HIGH TECH CORP HEADQUARTERS Description: HIVE INC: MEZZANINE SPRINKLER (4 SYSTEMS) SYSTEM 1 (EXCLUDING THE MEZZ): 318 HEADS SYSTEM 2: 392 HEADS SYSTEM 3: 429 HEADS SYSTEM 4 (MEZZANINE): 196 HEADS TOTAL HEADS: 1335 FPContractor: VANGUARD FIRE PROTECTION INC 417 CARLSBAD VILLAGE DR CARLSBAD, CA 92008-2302 (760) 727-8540 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 Total Fees: $1,292.00 Total Payments To Date: $1,292.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov 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: HME SR#: (Assigned upon plan submittal) PROJECT ADDRESS: APN 209-120-15 (Whiptail Loop) CITY: Carlsbad PHONE: ( 760) 727-8540 (Vanguard Fire Protection, Inc.) FAX NUMBER: (760) 727-8542 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): Whiptail Loop E East of Gazelle Court TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 94 PSI Hydrant Number (if applicable):H61677 Elevation of test: 481 est. Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 81000 GPM Residual Pressure 56 PSI At peak demand , this water system is capable of providing a fire flow discharge of 20 psi greater than 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: .. Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ 'V Title/Or g(P_iectManager Date: 11/14/2016 HME Fire Flow Analysis 164 WJIAH. LOOP tH6t677 0G cl 413 j 0 D 0 ---------- FARADAY y_____—__ Prepared By: Jennifer R. Mael, P.E. - MCS Date: Monday, November 14, 2016 AL M..V~ tl~l I - - - Fire Protection b, Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name HME Whiptall Loop Building Location Whiptail Loop Carlsbad CA System : Area #1 Remote Contract Data File : HME System 1 Area I Remote Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 3-19-17 Design Remote area number: Area #1 Remote Remote area location: System #1 Occupancy classification: ESFR Density: 20 psi - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2 K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1624.857-GPM Type of system: Wet Grid Volume of dry orpreaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source:. Carlsbad Fire Department @ 81.582-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department Notes: (Include peaking information or gridded systems here.) A 10% Reduction HAs Been Taken Prior To Data Entry. Area Has Been Peaked. This is the remote calculation for system #1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdI.I OU4)Iy UIV ILL.) VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 18.008 C2 - Residual Pressure: 50.4 D2 - System Flow : 1374.86 C2 - Residual Flow : 8000 D2 - System Pressure : 81.582 Hose ( Demand) : 250 D3 - System Demand : 1624.86 Safety Margin : 1.226 150 140 130 p120 R 110 E10° S 90 Col D2 S 80 U 70 - R 60 E 50 - C2 40 30 20 DI 10 10002000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now Uid9ldlll VANGUARD FIRE PROTECTION HME Whiptail Loop 66.3 10 - 30 I t I 66. 66.3 .I 66.f 11 - 31 I t 13.7 132.7 ,t. 671 12 +-32 I t I 199.7 199.7 J, 63. 13 - 33 I t 26.7 263.7 .1. 79. 14 - 34 I 342.9 224.6 15 - A 113.6 El +-A 111 112J7 E2 - B 111 116.2 A -B 4-E34--E44--35 1.7 231.7 225.5 3.9 233.4 16 .-* E5 - E6 El - E8 +-36 t 110.3 118.2 t I 107.2 I 808 I 225.1 4.7 2345 17 -4 E9 - E10 Ell*-- E124- 37 109.7 119.1 I 332.3 I96.1 18 - 38 .t t I 23q.2 1138.7 984 19 +-39 T 137.8 137.8 20 200-40 25.1 4 21 4-41 T t 15q.9 1216 Page 3 Date 11-19-16 Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now LJIdIdtII VANGUARD FIRE PROTECTION HME Whiptail Loop I 26. 22 42 T -r I 1348 1242.2 I 32.y 23 +-43 T t I ioq 1274.9 I 44 244-44 r- -r I 55. 1319.5 I 55. 25 - 45 Page 4 Date 11-19-16 66.3 199.7 342.9 107.2 236.2 10 -~11_+12 -.913 -~14 -.315 -416 4-17 18 4-194-20 132.7 263.7 118.3 332.3 137.8 162.9 132.8 55.3 200*- 21 - 22 - 23 +-24 +--25 158.9 100 66.3 199.7 342.9 574.6 1042.6 1237.1 1216 1274.9 1374.9 1374.9 1374.9 1374.9 734.9 734.9 734.9 30 . 31 *-. 32 <.- 33 - 34 - MZT~- 35 - 36 - 37 - 38 - 39 - 40 -. 41 -. 42 -. 43 ... 44 - 45 - FMI+. TRI~- BRI~- BR2~- MFD- FLG(- DI -. UGI~- UGZ- BFI~- BF2~- CMI(- SRC 132.7 263.7 342.9 808 1138.7 1212 1242.2 1319.5 1374.9 1374.9 1374.9 1374.9 734.9 734.9 890 890 UGI4- BF3~- BF4~- CMZ- SRC 890 890 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riLuiiyb uu ouuiiiiiiy VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop Date 11-19-16 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2½ 3 3½ 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 F NFPA 1345' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 10 31.58 31.82 na 11 31.58 31.81 na 12 31.58 31.77 na 13 31.58 31.65 na 14 31.58 30.43 na 15 31.58 30.13 na El 32.58 25.2 20.33 na 113.62 1.0 1 20.0 E2 32.58 25.2 20.0 na 112.7 1.0 1 20.0 A 32.58 20.99 na B 32.58 20.66 na E3 32.58 25.2 20.66 na 114.53 1.0 1 20.0 E4 32.58 25.2 20.99 na 115.46 1.0 1 20.0 16 31.58 30.09 na E5 32.58 25.2 20.89 na 115.19 1.0 1 20.0 E6 32.58 25.2 20.56 na 114.26 1.0 1 20.0 E7 32.58 25.2 20.56 na 114.26 1.0 1 20.0 E8 32.58 25.2 20.91 na 115.22 1.0 1 20.0 17 31.58 30.12 na E9 32.58 25.2 20.95 na 115.35 1.0 1 20.0 E10 32.58 25.2 20.62 na 114.43 1.0 1 20.0 Eli 32.58 25.2 20.62 na 114.43 1.0 1 20.0 E12 32.58 25.2 20.97 na 115.4 1.0 1 20.0 18 31.58 30.36 na 19 31.58 30.49 na 20 31.58 30.54 na 200 31.58 36.64 na 21 31.58 36.71 na 22 31.58 36.77 na 23 31.58 36.93 na 24 31.58 36.95 na 25 31.58 36.96 na 30 31.58 3488 na 31 31.58 34.89 na 32 31.58 34.89 na 33 31.58 34.91 na 34 31.58 34.94 na MZT 31.58 34.96 na 35 31.58 34.98 na 36 31.58 35.08 na 37 31.58 35.27 na 38 31.58 35.57 na 39 31.58 35.92 na 40 31.58 36.32 na 41 31.58 36.72 na 42 31.58 37.12 na 43 31.58 37.45 na 44 31.58 37.89 na 45 31.58 38.36 na FM1 31.58 38.56 na TR1 31.58 41.25 na BR1 2.0 55.98 na BR2 2.0 56.0 na MFD 2.0 56.6 na FLG 0.0 57.81 na Dl -4.0 59.95 na UG1 -4.0 62.77 na 250.0 UG2 -4.0 66.72 na BF1 -4.0 67.1 na BF2 -4.0 79.3 na CMI -9.0 81.55 na SRC -9.0 81.58 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION HME Whiptail Loop Node Elevation K-Fact Pt Pn Flow Density No. Actual Actual Page 7 Date 11-19-16 Area Press BF3 4.0 66.78 na BF4 4.0 79.2 na CM2 -9.0 81.51 na The maximum velocity is 13.9 and it occurs in the pipe between nodes 45 and FM1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 66.28 2.703 4E 37.301 145.670 31.823 to 120.0 4T 74.603 111.904 0.0 30 66.28 0.0119 0.0 257.574 3.062 Vet = 3.71 0.0 66.28 34.885 K Factor= 11.22 11 66.44 2.703 4E 37.301 145.670 31.811 to 120.0 4T 74.603 111.904 0.0 31 66.44 0.0119 0.0 257.574 3.076 Vel = 3.71 0.0 66.44 34.887 K Factor= 11.25 12 67.01 2.703 4E 37.301 145.670 31.768 to 120.0 4T 74.603 111.904 0.0 32 67.01 0.0121 0.0 257.574 3.125 Vel= 3.75 0.0 67.01 34.893 K Factor= 11.34 13 63.94 2.703 8E 74.603 143.920 31.650 to 120.0 4T 74.603 149.206 0.0 33 63.94 0.0111 0.0 293.126 3.261 Vel = 3.57 0.0 63.94 34.911 KFactor= 10.82 14 79.23 2.703 4E 37.301 160.830 30.430 to 120.0 4T 74.603 111.904 0.0 34 79.23 0.0165 0.0 272.734 4.510 Vet = 4.43 0.0 79.23 34.940 K Factor = 13.40 15 -224.61 2.703 2T 37.301 39.250 30.130 to 120.0 0.0 37.301 -0.433 A -224.61 -0.1137 0.0 76.551 -8.702 VeI= 12.56 0.0 -224.61 20.995 K Factor = -49.02 El 113.62 2.703 IT 18.651 2.000 20.329 K Factor = 25.20 to 120.0 0.0 18.651 0.0 A 113.62 0.0323 0.0 20.651 0.666 Vet = 6.35 0.0 113.62 20.995 K Factor = 24.80 E2 112.70 2.703 1 18.651 2.000 20.000 K Factor = 25.20 to 120.0 0.0 18.651 0.0 B 112.7 0.0318 0.0 20.651 0.656 Vel = 6.30 0.0 112.70 20.656 K Factor = 24.80 A -110.98 2.703 0.0 11.000 20.995 to 120.0 0.0 0.0 0.0 B -110.98 -0.0308 0.0 11.000 -0.339 Vel = 6.21 B 112.69 2.703 0.0 10.000 20.656 to 120.0 0.0 0.0 0.0 E3 1.71 0.0 0.0 10.000 0.0 VeI= 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E3 114.53 2.703 0.0 10.000 20.656 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E4 116.24 0.0336 0.0 10.000 0.336 Vet = 6.50 E4 115.46 2.703 2T 37.301 75.250 20.992 K Factor = 25.20 to 120.0 0.0 37.301 0.433 35 231.7 0.1204 0.0 112.551 13.553 VeI= 12.95 0.0 231.70 34.978 K Factor= 39.18 16 -225.51 2.703 2T 37.301 39.250 30.095 to 120.0 0.0 37.301 -0.433 E5 -225.51 -0.1145 0.0 76.551 -8.768 Vet = 12.61 E5 115.19 2.703 0.0 11.000 20.894 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E6 -110.32 -0.0305 0.0 11.000 -0.336 VeI = 6.17 E6 114.26 2.703 0.0 10.000 20.558 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E7 3.94 0.0001 0.0 10.000 0.001 Vet = 0.22 E7 114.26 2.703 0.0 10.000 20.559 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E8 118.2 0.0347 0.0 10.000 0.347 Vel = 6.61 E8 115.22 2.703 2T 37.301 75.250 20.906 K Factor = 25.20 to 120.0 0.0 37.301 0.433 36 233.42 0.1221 0.0 112.551 13.739 Vel= 13.05 0.0 233.42 35.078 K Factor= 39.41 17 -225.08 2.703 2T 37.301 39.250 30.122 to 120.0 0.0 37.301 -0.433 E9 -225.08 -0.1141 0.0 76.551 -8.737 VeI= 12.58 E9 115.35 2.703 0.0 11.000 20.952 K Factor = 25.20 to 120.0 0.0 0.0 0.0 EIO -109.73 -0.0302 0.0 11.000 -0.332 Vet= 6.14 E10 114.43 2.703 0.0 10.000 20.620 K Factor = 25.20 to 120.0 0.0 0.0 0.0 Eli 4.7 0.0 0.0 10.000 0.0 Vet = 0.26 Eli 114.43 2.703 0.0 10.000 20.620 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E12 119.13 0.0352 0.0 10.000 0.352 VeI = 6.66 E12 115.41 2.703 2T 37.301 75.250 20.972 K Factor = 25.20 to 120.0 0.0 37.301 0.433 37 234.54 0.1232 0.0 112.551 13.862 Vet= 13.11 0.0 234.54 35.267 K Factor= 39.49 18 96.13 2.703 4T 74.603 145.500 30.363 to 120.0 0.0 74.603 0.0 38 96.13 0.0237 0.0 220.103 5.206 Vet = 5.37 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total P1 Pn 96.13 35.569 KFactor 16.12 19 98.37 2.703 4T 74.603 145.500 30.492 to 120.0 0.0 74.603 0.0 39 98.37 0.0247 0.0 220.103 5.433 Vel = 5.50 0.0 98.37 35.925 K Factor= 16.41 20 137.79 2.703 4T 74.603 58.000 30.537 to 120.0 0.0 74.603 0.0 200 137.79 0.0460 0.0 132.603 6.105 Vel = 7.70 200 -162.89 2.703 4T 74.603 89.500 36.642 to 120.0 0.0 74.603 0.0 40 -25.1 -0.0020 0.0 164.103 -0.323 Vet = 1.40 0.0 -25.10 36.319 KFactor= -4.16 21 4.03 2.703 4T 74.603 89.500 36.707 to 120.0 0.0 74.603 0.0 41 4.03 0.0001 0.0 164.103 0.011 Vel = 0.23 0.0 4.03 36.718 K Factor = 0.67 22 26.22 2.703 4T 74.603 89.500 36.769 to 120.0 0.0 74.603 0.0 42 26.22 0.0021 0.0 164.103 0.351 Vel = 1.47 0.0 26.22 37.120 K Factor = 4.30 23 32.66 2.703 4T 74.603 89.500 36.927 to 120.0 0.0 74.603 0.0 43 32.66 0.0032 0.0 164.103 0.527 VeI= 1.83 0.0 32.66 37.454 K Factor = 5.34 24 44.64 2.703 4T 74.603 89.500 36.954 to 120.0 0.0 74.603 0.0 44 44.64 0.0057 0.0 164.103 0.938 Vet = 2.50 0.0 44.64 37.892 K Factor = 7.25 25 55.34 2.703 41 74.603 89.500 36.962 to 120.0 0.0 74.603 0.0 45 55.34 0.0085 0.0 164.103 1.398 Vet = 3.09 0.0 55.34 38.360 K Factor= 8.94 10 -66.28 4.31 0.0 9.670 31.823 to 120.0 0.0 0.0 0.0 11 -66.28 -0.0012 0.0 9.670 -0.012 Vel = 1.46 11 -66.43 4.31 0.0 9.750 31.811 to 120.0 0.0 0.0 0.0 12 -132.71 -0.0044 0.0 9.750 -0.043 Vet = 2.92 12 -67.02 4.31 0.0 12.500 31.768 to 120.0 0.0 0.0 0.0 13 -199.73 -0.0094 0.0 12.500 -0.118 Vet = 4.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 -63.94 4.31 4E 55.748 21.670 31.650 to 120.0 0.0 55.748 0.0 14 -263.67 -0.0158 0.0 77.418 -1.220 Vel = 5.80 14 -79.23 4.31 0.0 11.670 30.430 to 120.0 0.0 0.0 0.0 15 -342.9 -0.0257 0.0 11.670 -0.300 Vel = 7.54 15 224.61 4.31 0.0 10.000 30.130 to 120.0 0.0 0.0 0.0 16 -118.29 -0.0035 0.0 10.000 -0.035 Vel = 2.60 16 225.51 4.31 0.0 9.000 30.095 to 120.0 0.0 0.0 0.0 17 107.22 0.0030 0.0 9.000 0.027 Vel= 2.36 17 225.08 4.31 0.0 10.000 30.122 to 120.0 0.0 0.0 0.0 18 332.3 0.0241 0.0 10.000 0.241 Vel = 7.31 18 -96.13 4.31 0.0 10.000 30.363 to 120.0 0.0 0.0 0.0 19 236.17 0.0129 0.0 10.000 0.129 VeI= 5.19 19 -98.38 4.31 0.0 9.500 30.492 to 120.0 0.0 0.0 0.0 20 137.79 0.0047 0.0 9.500 0.045 Vel = 3.03 0.0 137.79 30.537 KFactor= 24.93 200 162.89 4.31 0.0 10.000 36.642 to 120.0 0.0 0.0 0.0 21 162.89 0.0065 0.0 10.000 0.065 Vel = 3.58 21 -4.03 4.31 0.0 10.000 36.707 to 120.0 0.0 0.0 0.0 22 158.86 0.0062 0.0 10.000 0.062 Vel = 3.49 22 -26.22 4.31 iT 27.874 8.000 36.769 to 120.0 0.0 27.874 0.0 23 132.64 0.0044 0.0 35.874 0.158 Vel = 2.92 23 -32.66 4.31 0.0 10.000 36.927 to 120.0 0.0 0.0 0.0 24 99.98 0.0027 0.0 10.000 0.027 Vel = 2.20 24 -44.64 4.31 0.0 10.000 36.954 to 120.0 0.0 0.0 0.0 25 55.34 0.0008 0.0 10.000 0.008 Vel = 1.22 0.0 55.34 36.962 K Factor = 9.10 30 66.28 6.357 0.0 9.670 34.885 to 120.0 0.0 0.0 0.0 31 66.28 0.0002 0.0 9.670 0.002 Vel = 0.67 31 66.43 6.357 0.0 9.750 34.887 to 120.0 0.0 0.0 0.0 32 132.71 0.0006 0.0 9.750 0.006 VeI= 1.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Ce or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 32 67.02 6.357 0.0 12.500 34.893 to 120.0 0.0 0.0 0.0 33 199.73 0.0014 0.0 12.500 0.018 Vel = 2.02 33 63.94 6.357 0.0 12.420 34.911 to 120.0 0.0 0.0 0.0 34 263.67 0.0023 0.0 12.420 0.029 Vel = 2.67 34 79.23 6.357 0.0 6.170 34.940 to 120.0 0.0 0.0 0.0 MZT 342.9 0.0039 0.0 6.170 0.024 Vel = 3.47 MZT 0.0 6.357 0.0 3.500 34.964 to 120.0 0.0 0.0 0.0 35 342.9 0.0040 0.0 3.500 0.014 Vet = 3.47 35 231.70 6.357 0.0 10.000 34.978 to 120.0 0.0 0.0 0.0 36 574.6 0.0100 0.0 10.000 0.100 Vel= 5.81 36 233.42 6.357 0.0 10.000 35.078 to 120.0 0.0 0.0 0.0 37 808.02 0.0189 0.0 10.000 0.189 Vet = 8.17 37 234.54 6.357 0.0 10.000 35.267 to 120.0 0.0 0.0 0.0 38 1042.56 0.0302 0.0 10.000 0.302 Vet = 10.54 38 96.13 6.357 0.0 10.000 35.569 to 120.0 0.0 0.0 0.0 39 1138.69 0.0356 0.0 10.000 0.356 Vel= 11.51 39 98.37 6.357 0.0 9.500 35.925 to 120.0 0.0 0.0 0.0 40 1237.06 0.0415 0.0 9.500 0.394 Vet = 12.50 40 -25.10 6.357 0.0 10.000 36.319 to 120.0 0.0 0.0 0.0 41 1211.96 0.0399 0.0 10.000 0.399 Vel= 12.25 41 4.04 6.357 0.0 10.000 36.718 to 120.0 0.0 0.0 0.0 42 1216.0 0.0402 0.0 10.000 0.402 Vet = 12.29 42 26.22 6.357 0.0 8.000 37.120 to 120.0 0.0 0.0 0.0 43 1242.22 0.0418 0.0 8.000 0.334 VeI= 12.56 43 32.66 6.357 0.0 10.000 37.454 to 120.0 0.0 0.0 0.0 44 1274.88 0.0438 0.0 10.000 0.438 Vel = 12.89 44 44.64 6.357 0.0 10.000 37.892 to 120.0 0.0 0.0 0.0 45 1319.52 0.0468 0.0 10.000 0.468 Vel= 13.34 45 55.34 6.357 0.0 4.000 38.360 to 120.0 0.0 0.0 0.0 FM1 1374.86 0.0503 0.0 4.000 0.201 -- Vel = 13.90 FM1 0.0 8.249 1E 21.141 168.830 38.561 to 120.0 0.0 21.141 0.0 TRI 1374.86 0.0142 0.0 189.971 2.693 Vet = 8.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptait Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loco, or Ftng's Pe Pv ***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn TRI 0.0 8.249 1S 52.853 27.080 41.254 to 120.0 1 14.094 108.055 12.811 BRI 1374.86 0.0142 IT 41.108 135.135 1.916 VeI= 8.25 BR1 0.0 8.249 0.0 1.500 55.981 to 120.0 0.0 0.0 0.0 BR2 1374.8600140 0.0 1.500 0.021 Vet = 8.25 BR2 0.0 8.249 IT 41.108 0.750 56.002 to 120.0 0.0 41.108 0.0 MFD 1374.86 0.0142 0.0 41.858 0.594 Vel= 8.25 MFD 0.0 8.249 1E 21.141 3.670 56.596 to 120.0 0.0 21.141 0.866 FLG 1374.86 0.0142 0.0 24.811 0.352 VeI= 8.25 FLG 0.0 8.27 1E 28.468 10.000 57.814 to 140.0 0.0 28.468 1.732 DI 1374.86 0.0105 0.0 38.468 0.405 Vet = 8.21 DI 0.0 7.68 2E 45.11 118.000 59.951 to 150.0 iT 43.857 93.979 0.0 UG1 1374.86 0.0133 1G 5.012 211.979 2.817 Vel = 9.52 UG1 -639.96 7.68 5F 56.388 798.000 62.768 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 734.9 0.0042 2E 45.11 948.367 3.955 Vet = 5.09 1G 5.012 UG2 0.0 7.68 1 22.555 69.000 66.723 to 150.0 0.0 22.555 0.0 BF1 734.9 0.0042 0.0 91.555 0.382 Vel= 5.09 BFI 0.0 8.27 iT 55.354 20.000 67.105 to 140.0 2E 56.936 112.290 11.753 Fixed loss 11 .753 BF2 734.9 0.0033 IZim 0.0 132.290 0.437 Vet = 4.39 BF2 0.0 11.2 1G 6.645 55.000 79.295 to 150.0 IT 66.446 73.090 2.166 CMI 734.9 0.0007 0.0 128.090 0.085 Vet = 2.39 CMI 0.0 15.94 1G 14.305 255.000 81.546 to 140.0 0.0 14.305 0.0 SRC 734.9 0.0001 0.0 269.305 0.036 Vet= 1.18 0.0 734.90 81.582 KFactor= 81.36 UG1 889.96 7.68 5F 56.388 575.000 62.768 to 150.0 iT 43.857 100.245 0.0 BF3 889.96 0.0059 0.0 675.245 4.013 VeI = 6.16 BF3 0.0 8.27 IT 55.354 20.000 66.781 to 140.0 2E 56.936 112.290 11.798 Fixed loss 11.798 BF4 889.96 0.0047 IZim 0.0 132.290 0.622 Vet = 5.32 BF4 0.0 11.2 1 14.397 62.000 79.201 to 150.0 1 6.645 87.487 2.166 CM2 889.96 0.0009 1 66.446 149.487 0.141 Vet = 2.90 CM2 0.0 15.94 3G 42.916 340.000 81.508 to 140.0 0.0 42.916 0.0 SRC 889.96 0.0002 0.0 382.916 0.074 Vet = 1.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 889.96 81.582 K Factor= 98.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : HME Whiptail Loop Building Location : Whiptail Loop Carlsbad CA System : Area #1, Peak #1 Contract Data File : HME System I Area I Peak 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 11-19-16 Design Remote area number: Area #1, Peak #1 Remote area location: System #1 Occupancy classification: ESFR Density: 20 psi - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2 K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1621.200- GPM Type of system: Wet Grid Volume of dry orpreaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department © 81.409-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department Notes: (Include peaking information or gridded systems here.) A 10% Reduction HAs Been Taken Prior To Data Entry. Area Has Been Peaked. This is a peak calc flowing the remote area one sprinkler back toward secondary main. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLI ouppiy %-,ulv ) VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 18.008 C2 - Residual Pressure: 50.4 D2 - System Flow : 1371.2 C2 - Residual Flow : 8000 D2 - System Pressure : 81.409 Hose ( Demand) : 250 03 - System Demand : 1621.2 Safety Margin : 1.407 150 140 130 p120 R11° E10° S90 C-1 D2 S 80 U 70 R 60 E 50 40 30 ,....ITT.IT.. 20 10 _.. 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuw LJI9IdIiI VANGUARD FIRE PROTECTION HME Whiptail Loop 69.3 10 . 30 I 69.p 69.3 .L 69.? 11 . 31 I t I 13.8 138.8 J, 70. 12 32 I t I 20q.8 208.8 66. 13 +-33 I t I 27.7 275.7 82. 14 +.-34 358.5 .1. 233.2 15 .- X 113.6 El - X 119.6 1121.7 E2 4-XX 6.9 1121.7 E3 - XXX 1' I 6.9 11.6 105.8 X -+XX-XXX4-E4 -35 6.9 221.1 234.9 5.8 223.2 16 -)E5 -,E6 -.E7 4-E8 36 t 119.9 108.3 t I 109.6 1 802.8 I 234.5 5.1 2243 17 - E9 - EIO-+ Eli4- E124- 37 t 119.3 109.2 344 I 100 18 - 38 t 1' I 241 1127.2 10 19 - 39 I 142 I 142 20 4-200-). 40 24.2 Page 3 Date 11-19-16 Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now uiywiii VANGUARD FIRE PROTECTION Page 4 HME Whiptail Loop Date 11-19-16 6.4 21 41 -1- t I 159.8 1211.4 I 26.' 22 42 1 t 13.1 1238.1 I 32. 23 - 43 T f loq.2 1271 I 44. 24 44 T t I 554 1315.8 I 55. 25 +-45 69.3 208.8 358.5 109.6 244 10 - 11 -1. 12 _ 13 - 14 - 15 - 16 - 17 . 18 19 . 20 138.8 275.7 125.3 344 142 166.2 133.1 55.4 2004-. 21 - 22 *- 23 24 . 25 159.8 100.2 69.3 208.8 358.5 579.6 1027.2 1229.2 1211.4 1271 1371.2 1371.2 1371.2 1371.2 733.3 733.3 733.3 30 31 -32 33 34 MZT4- 35 - 36 - 37 - 38 - 39 - 40 - 41 _ 42 43 - 44 45 FMI*-- TRI4- BRI4- BR2*- MFD- FLG4- DI UGI4- UG24- BFI4- BF24- CM1- SRC 138.8 275.7 358.5 802.8 1127.2 1205 1238.1 1315.8 1371.2 1371.2 1371.2 1371.2 733.3 733.3 887.9 887.9 UGI4- BF34- BF4<- CMZ- SRC 887.9 887.9 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r iLui iyti uu VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop Date 11-19-16 Fitting Legend Abbrev. Name 1/2 11/2 2 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 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375A0A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 10 31.58 31.48 na 11 31.58 31.46 na 12 31.58 31.42 na 13 31.58 31.29 na 14 31.58 29.96 na 15 31.58 29.64 na El 32.58 25.2 20.31 na 113.57 1.0 1 20.0 E2 32.58 25.2 20.0 na 112.7 1.0 1 20.0 E3 32.58 25.2 20.0 na 112.7 1.0 1 20.0 X 32.58 20.98 na XX 32.58 20.66 na XXX 32.58 20.66 na E4 32.58 25.2 20.94 na 115.31 1.0 1 20.0 16 31.58 29.6 na E5 32.58 25.2 20.82 na 115.0 1.0 1 20.0 E6 32.58 25.2 20.5 na 114.11 1.0 1 20.0 E7 32.58 25.2 20.5 na 114.1 1.0 1 20.0 E8 32.58 25.2 20.8 na 114.92 1.0 1 20.0 17 31.58 29.63 na E9 32.58 25.2 20.88 na 115.15 1.0 1 20.0 EIO 32.58 25.2 20.56 na 114.27 1.0 1 20.0 Ell 32.58 25.2 20.56 na 114.27 1.0 1 20.0 E12 32.58 25.2 20.86 na 115.1 1.0 1 20.0 18 31.58 29.89 na 19 31.58 30.02 na 20 31.58 30.07 na 200 31.58 36.53 na 21 31.58 36.59 na 22 31.58 36.66 na 23 31.58 36.82 na 24 31.58 36.84 na 25 31.58 36.85 na 30 31.58 348 na 31 31.58 34.8 na 32 31.58 34.81 na 33 31.58 34.83 na 34 31.58 34.86 na MZT 31.58 34.89 na 35 31.58 34.9 na 36 31.58 35.01 na 37 31.58 35.19 na 38 31.58 35.49 na 39 31.58 35.83 na 40 31.58 36.22 na 41 31.58 36.62 na 42 31.58 37.02 na 43 31.58 37.35 na 44 31.58 37.79 na 45 31.58 38.25 na FMl 31.58 38.45 na TRI 31.58 41.13 na BRI 2.0 55.85 na BR2 2.0 55.87 na MFD 2.0 56.46 na FLG 0.0 57.68 na Dl -4.0 59.81 na UGI -4.0 62.62 na 250.0 UG2 -4.0 66.55 na BF1 -4.0 66.93 na BF2 -4.0 79.12 na CM1 -9.0 81.37 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SRC -9.0 81.41 na 6F3 -4.0 66.61 na BF4 -4.0 79.03 na CM2 -9.0 8134 na The maximum velocity is 13.86 and it occurs in the pipe between nodes 45 and FM1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 69.29 2.703 4E 37.301 145.670 31.478 to 120.0 4T 74.603 111.904 0.0 30 69.29 0.0129 0.0 257.574 3.324 Vet = 3.87 0.0 69.29 34.802 KFactor= 11.75 11 69.46 2.703 4E 37.301 145.670 31.465 to 120.0 4T 74.603 111.904 0.0 31 69.46 0.0130 0.0 257.574 3.339 Vet = 3.88 0.0 69.46 34.804 K Factor 11.77 12 70.06 2.703 4E 37.301 145.670 31.418 to 120.0 4T 74.603 111.904 0.0 32 70.06 0.0132 0.0 257.574 3.394 Vel= 3.92 0.0 70.06 34.812 K Factor = 11.87 13 66.85 2.703 8E 74.603 143.920 31.290 to 120.0 4T 74.603 149.206 0.0 33 66.85 0.0121 0.0 293.126 3.541 Vel = 3.74 0.0 66.85 34.831 K Factor = 11.33 14 82.84 2.703 4E 37.301 160.830 29.965 to 120.0 4T 74.603 111.904 0.0 34 82.84 0.0180 0.0 272.734 4.898 Vet = 4.63 0.0 82.84 34.863 K Factor= 14.03 15 -233.18 2.703 2T 37.301 30.250 29.640 to 120.0 0.0 37.301 -0.433 X -233.18 -0.1218 0.0 67.551 -8.231 Vet = 13.04 0.0 -233.18 20.976 K Factor = -50.91 El 113.57 2.703 iT 18.651 2.000 20.312 K Factor = 25.20 to 120.0 0.0 18.651 0.0 X 113.57 0.0322 0.0 20.651 0.664 Vet = 6.35 0.0 113.57 20.976 K Factor= 24.80 E2 112.70 2.703 IT 18.651 2.000 20.002 K Factor = 25.20 to 120.0 0.0 18.651 0.0 XX 112.7 0.0318 0.0 20.651 0.656 Vel = 6.30 0.0 112.70 20.658 K Factor = 24.80 E3 112.70 2.703 IT 18.651 2.000 20.000 K Factor = 25.20 to 120.0 0.0 18.651 0.0 XXX 112.7 0.0318 0.0 20.651 0.656 Vel = 6.30 0.0 112.70 20.656 KFactor= 24.80 X -119.61 2.703 0.0 9.000 20.976 to 120.0 0.0 0.0 0.0 XX -119.61 -0.0353 0.0 9.000 -0.318 Vet = 6.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "CI' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn XX 112.70 2.703 0.0 11.000 20.658 to 120.0 0.0 0.0 0.0 XXX -6.91 -0.0002 0.0 11.000 -0.002 VeI= 0.39 XXX 112.70 2.703 0.0 10.000 20.656 to 120.0 0.0 0.0 0.0 E4 105.79 0.0282 0.0 10.000 0.282 Vel = 5.91 E4 115.31 2.703 2T 37.301 85.250 20.938 K Factor= 25.20 to 120.0 0.0 37.301 0.433 35 221.1 0.1104 0.0 122.551 13.532 VeI= 12.36 0.0 221.10 34.903 K Factor= 37.42 16 -234.90 2.703 21 37.301 30.250 29.600 to 120.0 0.0 37.301 -0.433 E5 -234.9 -0.1235 0.0 67.551 -8.343 Vel = 13.13 E5 115.00 2.703 0.0 9.000 20.824 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E6 -119.9 -0.0356 0.0 9.000 -0.320 Vel = 6.70 E6 114.11 2.703 0.0 11.000 20.504 K Factor= 25.20 to 120.0 0.0 0.0 0.0 E7 -5.79 -0.0002 0.0 11.000 -0.002 Vel = 0.32 E7 114.10 2.703 0.0 10.000 20.502 K Factor= 25.20 to 120.0 0.0 0.0 0.0 E8 108.31 0.0295 0.0 10.000 0.295 Vel = 6.06 E8 114.93 2.703 2T 37.301 85.250 20.797 K Factor = 25.20 to 120.0 0.0 37.301 0.433 36 223.24 0.1124 0.0 122.551 13.775 Vel= 12.48 0.0 223.24 35.005 K Factor= 37.73 17 -234.48 2.703 2T 37.301 30.250 29.628 to 120.0 0.0 37.301 -0.433 E9 -234.48 -0.1231 0.0 67.551 -8.315 Vel = 13.11 E9 115.16 2.703 0.0 9.000 20.880 K Factor = 25.20 to 120.0 0.0 0.0 0.0 EIO -119.32 -0.0353 0.0 9.000 -0.318 Vel = 6.67 EIO 114.27 2.703 0.0 11.000 20.562 K Factor = 25.20 to 120.0 0.0 0.0 0.0 Ell -5.05 -0.0001 0.0 11.000 -0.001 Vel = 0.28 Eli 114.26 2.703 0.0 10.000 20.561 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E12 109.21 0.0300 0.0 10.000 0.300 VeI= 6.11 E12 115.10 2.703 2T 37.301 85.250 20.861 K Factor = 25.20 to 120.0 0.0 37.301 0.433 37 224.31 0.1134 0.0 122.551 13.898 Vel= 12.54 0.0 224.31 35.192 KFactor= 37.81 18 100.00 2.703 4T 74.603 145.500 29.886 to 120.0 0.0 74.603 0.0 38 100.0 0.0254 0.0 220.103 5.600 Vel = 5.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptait Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'IC" or Ftngs Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 100.00 35.486 K Factor= 16.79 19 102.03 2.703 4T 74.603 145.500 30.023 to 120.0 0.0 74.603 0.0 39 102.03 0.0264 0.0 220.103 5.812 VeI= 5.70 0.0 102.03 35.835 K Factor= 17.04 20 142.02 2.703 4T 74.603 58.000 30.070 to 120.0 0.0 74.603 0.0 200 142.02 0.0487 0.0 132.603 6.456 Vel = 7.94 200 -166.20 2.703 41 74.603 89.500 36.526 to 120.0 0.0 74.603 0.0 40 -24.18 -0.0018 0.0 164.103 -0.302 Vet = 1.35 0.0 -24.18 36.224 K Factor= -4.02 21 6.40 2.703 4T 74.603 89.500 36.593 to 120.0 0.0 74.603 0.0 41 6.4 0.0002 0.0 164.103 0.026 Vel = 0.36 0.0 6.40 36.619 K Factor = 1.06 22 26.68 2.703 41 74.603 89.500 36.656 to 120.0 0.0 74.603 0.0 42 26.68 0.0022 0.0 164.103 0.362 Vet = 1.49 0.0 26.68 37.018 K Factor = 4.39 23 32.93 2.703 41 74.603 89.500 36.816 to 120.0 0.0 74.603 0.0 43 32.93 0.0033 0.0 164.103 0.534 Vet = 1.84 0.0 32.93 37.350 K Factor = 5.39 24 4478 2.703 4T 74.603 89.500 36.842 to 120.0 0.0 74.603 0.0 44 44.78 0.0058 0.0 164.103 0.944 Vet = 2.50 0.0 44.78 37.786 K Factor = 7.28 25 55.41 2.703 4T 74.603 89.500 36.851 to 120.0 0.0 74.603 0.0 45 55.41 0.0085 0.0 164.103 1.400 Vel= 3.10 0.0 55.41 38.251 K Factor = 8.96 10 -69.29 4.31 0.0 9.670 31.478 to 120.0 0.0 0.0 0.0 11 -69.29 -0.0013 0.0 9.670 -0.013 Vet = 1.52 11 -69.46 4.31 0.0 9.750 31.465 to 120.0 0.0 0.0 0.0 12 -138.75 -0.0048 0.0 9.750 -0.047 Vel = 3.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12 -70.07 4.31 0.0 12.500 31.418 to 120.0 0.0 0.0 0.0 13 -208.82 -0.0102 0.0 12.500 -0.128 Vet = 4.59 13 -66.85 4.31 4E 55.748 21.670 31.290 to 120.0 0.0 55.748 0.0 14 -275.67 -0.0171 0.0 77.418 -1.325 Vet = 6.06 14 -82.84 4.31 0.0 11.670 29.965 to 120.0 0.0 0.0 0.0 15 -358.51 -0.0278 0.0 11.670 -0.325 Vet = 7.88 15 233.18 4.31 0.0 10.000 29.640 to 120.0 0.0 0.0 0.0 16 -125.33 -0.0040 0.0 10.000 -0.040 Vet = 2.76 16 234.90 4.31 0.0 9.000 29.600 to 120.0 0.0 0.0 0.0 17 109.57 0.0031 0.0 9.000 0.028 Vet = 2.41 17 234.48 4.31 0.0 10.000 29.628 to 120.0 0.0 0.0 0.0 18 344.05 0.0258 0.0 10.000 0.258 Vet = 7.57 18 -100.00 4.31 0.0 10.000 29.886 to 120.0 0.0 0.0 0.0 19 244.05 0.0137 0.0 10.000 0.137 VeI= 5.37 19 -102.03 4.31 0.0 9.500 30.023 to 120.0 0.0 0.0 0.0 20 142.02 0.0049 0.0 9.500 0.047 Vet = 3.12 0.0 142.02 30.070 K Factor= 25.90 200 166.20 4.31 0.0 10.000 36.526 to 120.0 0.0 0.0 0.0 21 166.2 0.0067 0.0 10.000 0.067 Vel = 3.65 21 -6.40 4.31 0.0 10.000 36.593 to 120.0 0.0 0.0 0.0 22 159.8 0.0063 0.0 10.000 0.063 Vet = 3.51 22 -26.68 4.31 iT 27.874 8.000 36.656 to 120.0 0.0 27.874 0.0 23 133.12 0.0045 0.0 35.874 0.160 Vet = 2.93 23 -32.93 4.31 0.0 10.000 36.816 to 120.0 0.0 0.0 0.0 24 100.19 0.0026 0.0 10.000 0.026 Vet= 2.20 24 -44.78 4.31 0.0 10.000 36.842 to 120.0 0.0 0.0 0.0 25 55.41 0.0009 0.0 10.000 0.009 Vet = 1.22 0.0 55.41 36.851 K Factor = 9.13 30 69.29 6.357 0.0 9.670 34.802 to 120.0 0.0 0.0 0.0 31 69.29 0.0002 0.0 9.670 0.002 Vet = 0.70 Computer Programs by Hydratec Inc. Route 111 Mndham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31 69.46 6.357 0.0 9.750 34.804 to 120.0 0.0 0.0 0.0 32 138.75 0.0008 0.0 9.750 0.008 Vet = 1.40 32 70.07 6.357 0.0 12.500 34.812 to 120.0 0.0 0.0 0.0 33 208.82 0.0015 0.0 12.500 0.019 Vel = 2.11 33 66.85 6.357 0.0 12.420 34.831 to 120.0 0.0 0.0 0.0 34 275.67 0.0026 0.0 12.420 0.032 Vet = 2.79 34 82.84 6.357 0.0 6.170 34.863 to 120.0 0.0 0.0 0.0 MZT 358.51 0.0042 0.0 6.170 0.026 Vet = 3.62 MZT 0.0 6.357 0.0 3.500 34.889 to 120.0 0.0 0.0 0.0 35 358.51 0.0040 0.0 3.500 0.014 Vet = 3.62 35 221.10 6.357 0.0 10.000 34.903 to 120.0 0.0 0.0 0.0 36 579.61 0.0102 0.0 10.000 0.102 Vet = 5.86 36 223.23 6.357 0.0 10.000 35.005 to 120.0 0.0 0.0 0.0 37 802.84 0.0187 0.0 10.000 0.187 VeI= 8.12 37 224.31 6.357 0.0 10.000 35.192 to 120.0 0.0 0.0 0.0 38 1027.15 0.0294 0.0 10.000 0.294 VeI= 10.38 38 100.00 6.357 0.0 10.000 35.486 to 120.0 0.0 0.0 0.0 39 1127.15 0.0349 0.0 10.000 0.349 Vel = 11.39 39 102.03 6.357 0.0 9.500 35.835 to 120.0 0.0 0.0 0.0 40 1229.18 0.0409 0.0 9.500 0.389 Vet = 12.43 40 -24.18 6.357 0.0 10.000 36.224 to 120.0 0.0 0.0 0.0 41 1205.0 0.0395 0.0 10.000 0.395 Vet = 12.18 41 6.40 6.357 0.0 10.000 36.619 to 120.0 0.0 0.0 0.0 42 1211.4 0.0399 0.0 10.000 0.399 VeI= 12.25 42 26.68 6.357 0.0 8.000 37.018 to 120.0 0.0 0.0 0.0 43 1238.08 0.0415 0.0 8.000 0.332 VeI= 12.52 43 32.93 6.357 0.0 10.000 37.350 to 120.0 0.0 0.0 0.0 44 1271.01 0.0436 0.0 10.000 0.436 VeI= 12.85 44 44.78 6.357 0.0 10.000 37.786 to 120.0 0.0 0.0 0.0 45 1315.79 0.0465 0.0 10.000 0.465 Vet = 13.30 45 55.41 6.357 0.0 4.000 38.251 to 120.0 0.0 0.0 0.0 FMI 1371.2 0.0503 0.0 4.000 0.201 Vet = 13.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FMI 0.0 8.249 1E 21.141 168.830 38.452 to 120.0 0.0 21.141 0.0 TRI 1371.2 0.0141 0.0 189.971 2.680 Vel = 8.23 TRI 0.0 8.249 IS 52.853 27.080 41.132 to 120.0 1 14.094 108.055 12.811 BRI 1371.2 0.0141 IT 41.108 135.135 1.906 VeI= 8.23 BR1 0.0 8.249 0.0 1.500 55.849 to 120.0 0.0 0.0 0.0 BR2 1371.2 0.0140 0.0 1.500 0.021 Vel = 8.23 BR2 0.0 8.249 IT 41.108 0.750 55.870 to 120.0 0.0 41.108 0.0 MFD 1371.2 0.0141 0.0 41.858 0.591 Vel = 8.23 MFD 0.0 8.249 1E 21.141 3.670 56.461 to 120.0 0.0 21.141 0.866 FLG 1371.2 0.0141 0.0 24.811 0.350 Vel= 8.23 FLG 0.0 8.27 1E 28.468 10.000 57.677 to 140.0 0.0 28.468 1.732 DI 1371.2 0.0105 0.0 38.468 0.403 Vel = 8.19 DI 0.0 7.68 2E 45.11 118.000 59.812 to 150.0 IT 43.857 93.979 0.0 UGI 1371.2 0.0132 IG 5.012 211.979 2.803 VeI= 9.50 UG1 -637.94 7.68 5F 56.388 798.000 62.615 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 733.26 0.0042 2E 45.11 948.367 3.939 Vel= 5.08 1G 5.012 UG2 0.0 7.68 1E 22.555 69.000 66.554 to 150.0 0.0 22.555 0.0 BFI 733.26 0.0042 0.0 91.555 0.380 Vel = 5.08 BFI 0.0 8.27 IT 55.354 20.000 66.934 to 140.0 2E 56.936 112.290 11.753 Fixed loss 11.753 BF2 733.26 0.0033 IZim 0.0 132.290 0.435 Vel = 4.38 BF2 0.0 11.2 1G 6.645 55.000 79.122 to 150.0 IT 66.446 73.090 2.166 CMI 733.26 00007 0.0 128.090 0.084 Vel = 2.39 CMI 0.0 15.94 IG 14.305 255.000 81.372 to 140.0 0.0 14.305 0.0 SRC 733.26 0.0001 0.0 269.305 0.037 Vel = 1.18 0.0 733.26 81.409 KFactor= 81.27 UGI 887.95 7.68 5F 56.388 575.000 62.615 to 150.0 IT 43.857 100.245 0.0 BF3 887.95 0.0059 0.0 675.245 3.996 Vel = 6.15 BF3 0.0 8.27 IT 55.354 20.000 66.611 to 140.0 2E 56.936 112.290 11.797 *Fixed loss - 11 .797 BF4 887.95 0.0047 IZim 0.0 132.290 0.621 Vel = 5.30 BF4 0.0 11.2 1 14.397 62.000 79.029 to 150.0 1G 6.645 87.487 2.166 CM2 887.95 0.0009 IT 66.446 149.487 0.140 Vel = 2.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn CM2 0.0 15.94 3G 42.916 340.000 81.335 to 140.0 0.0 42.916 0.0 SRC 887.95 0.0002 0.0 382.916 0.074 VeI= 1.43 0.0 887.95 81.409 K Factor= 98.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ail - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name HME Whiptall Loop Building Location : Whiptail Loop Carlsbad CA System : Area #1, Remote Contract Data File HME System 1 Area I Peak 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 3-19-17 Design Remote area number: Area #1, Remote Remote area location: System #1 Occupancy classification: ESFR Density: 20 psi - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler. 100 sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1618.869 - GPM Type of system: Wet Grid Volume of dry or preaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department © 81.072-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department Notes: (Include peaking information orgridded systems herejA 10% Reduction HAs Been Taken Prior To Data Entry. Area Has Been Peaked. This is a peak calc flowing the remote area up one sprinkler toward primary main. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLJ OUJJJIy L'UIV ') VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 18.008 C2 - Residual Pressure: 50.4 D2 - System Flow : 1368.87 C2 - Residual Flow : 8000 02 - System Pressure : 81.072 Hose ( Demand) : 250 D3 - System Demand : 1618.87 Safety Margin : 1.748 150 140 130 p120 R° E10° 90 U 70 R 60 E 50 :: Dl 20 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N' 1.85 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now L)IdIdIII VANGUARD FIRE PROTECTION HME Whiptail Loop 62.7 10 30 82.' 62.7 4. 62. Ii *--. 31 I t I 12.6 125.6 4. 634 12 +-32 I t I 189 189 4. 60. 13 33 I 249.5 249.5 4. 75 1 14 --34 324.5 4. 214.2 15 .-, XXX 112.7 12.3 240.9 El 4-XXX-, E2 - E3 - E4 - 35 101.5 126.1 t I 565.4 214.4 13.7 2441 16 -,E5 -,E6 4-.E7 4-E8 4-36 f 100 127.4 t 104.1 1 807.6 I 213.9 14.5 2443 17 -, E9 _, EI04- Eli4- E12+- 37 t 99.4 128.4 I 318 I 91.5 18 - 38 t t I 22.5 1142.4 I 94 1 19 +-39 -t I 132.5 I 132.5 20 200-,40 25.6 0.9 21 - 41 t t I 15.2 1211.6 I 25.' 22 +-42 -r i- I 131.5 1237.4 I 32. 23 - 43 .r -i- I 99. 1269.6 Page 3 Date 11-19-16 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now UI9IdlJI VANGUARD FIRE PROTECTION HME Whiptail Loop I 44. 24 *- 44 t t I 551 1313.9 I 55 1 25 *- 45 Page 4 Date 11-19-16 62.7 189 324.5 104.1 226.5 10 _ 11 -+12 .- 13 -) 14 - 15 -+ 16 *-. 17 (__18 *- 19 *-. 20 125.6 249.5 110.3 318 132.5 158.2 131.5 55 200+-21 *- 22 +- 23 *- 24 *- 25 157.2 99.2 62.7 189 324.5 565.4 1050.8 1236.3 1211.6 1269.6 1368.9 1368.9 1368.9 1368.9 732.2 732.2 732.2 30 - 31 - 32 - 33 +-34 €- MZT4- 35 *- 36 +- 37 *- 38 *- 39 *- 40 .- 41 *- 42 *- 43 *- 44 *- 45 - FMI*- TRI*- BRI*- BRZ- MFQ_ FLG*- DI - UGI*- UG2(- BFI*- BF2*- CMI*- SRC 125.6 249.5 324.5 807.6 1142.4 1210.7 1237.4 1313.9 1368.9 1368.9 1368.9 1368.9 732.2 732.2 886.7 886.7 UGI(- 8F3*- BF4*- CM2*- SRC 886.7 886.7 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r itui iyb uu ouiiiutuiy VANGUARD FIRE PROTECTION HME Whiptail Loop Fitting Legend Abbrev. Nan B NFPA 13 Butterfly Valve E NFPA 13 90 Standard Elbow F NFPA 13 45' Elbow G NFPA 13Gate Valve S NFPA 13 Swing Check T NFPA 13 90 Flow thru Tee Zim Wilkins 375A0A Page 5 Date 11-19-16 1/2 % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch 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. ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 10 31.58 31.73 na ii 31.58 31.72 na 12 31.58 31.69 na 13 31.58 31.58 na 14 31.58 30.48 na 15 31.58 30.21 na El 32.58 25.2 20.0 na 112.7 1.0 1 20.0 XXX 32.58 20.66 na E2 32.58 25.2 20.39 na 113.8 1.0 1 20.0 E3 32.58 25.2 20.4 na 113.82 1.0 1 20.0 E4 32.58 25.2 20.75 na 114.79 1.0 1 20.0 16 31.58 30.17 na E5 32.58 25.2 20.61 na 114.4 1.0 1 20.0 E6 32.58 25.2 20.36 na 113.7 1.0 1 20.0 E7 32.58 25.2 20.36 na 113.71 1.0 1 20.0 E8 32.58 25.2 20.72 na 114.71 1.0 1 20.0 17 31.58 30.2 na E9 32.58 25.2 20.67 na 114.57 1.0 1 20.0 EIO 32.58 25.2 20.42 na 113.87 1.0 1 20.0 Eli 32.58 25.2 20.43 na 113.89 1.0 1 20.0 E12 32.58 25.2 20.79 na 114.9 1.0 1 20.0 18 31.58 30.42 na 19 31.58 30.54 na 20 31.58 30.58 na 200 31.58 36.26 na 21 31.58 36.33 na 22 31.58 36.39 na 23 31.58 36.54 na 24 31.58 36.57 na 25 31.58 36.58 na 30 31.58 34.5 na 31 31.58 34.5 na 32 31.58 34.51 na 33 31.58 34.52 na 34 31.58 34.55 na MZT 31.58 34.57 na 35 31.58 34.58 na 36 31.58 34.68 na 37 31.58 34.87 na 38 31.58 35.18 na 39 31.58 35.53 na 40 31.58 35.93 na 41 31.58 36.33 na 42 31.58 36.73 na 43 31.58 37.06 na 44 31.58 37.49 na 45 31.58 37.96 na FM1 31.58 38.16 na TR1 31.58 40.83 na BRI 2.0 55.54 na BR2 2.0 55.56 na MFD 2.0 56.15 na FLG 0.0 57.36 na Dl -4.0 59.5 na UG1 4.0 62.29 na 250.0 UG2 4.0 66.22 na BF1 -4.0 66.6 na BF2 4.0 78.79 na CM1 -9.0 81.04 na SRC -9.0 81.07 na BF3 4.0 66.28 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Ren BF4 -4.0 78.69 na CM2 -9.0 81.0 na The maximum velocity is 13.84 and it occurs in the pipe between nodes 45 and FM1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 62.73 2.703 4E 37.301 145.670 31.735 to 120.0 4T 74.603 111.904 0.0 30 62.73 0.0107 0.0 257.574 2.765 Vel = 3.51 0.0 62.73 3.4.500 K Factor= 10.68 11 62.88 2.703 4E 37.301 145.670 31.724 to 120.0 4T 74.603 111.904 0.0 31 62.88 0.0108 0.0 257.574 2.778 Vel = 3.52 0.0 62.88 34.502 K Factor = 10.71 12 63.42 2.703 4E 37.301 145.670 31.685 to 120.0 4T 74.603 111.904 0.0 32 63.42 0.0110 0.0 257.574 2.823 Vel = 3.55 0.0 63.42 34.508 K Factor= 10.80 13 60.52 2.703 8E 74.603 143.920 31.579 to 120.0 41 74.603 149.206 0.0 33 60.52 0.0100 0.0 293.126 2.945 Vel = 3.38 0.0 60.52 34.524 K Factor= 10.30 14 74.98 2.703 4E 37.301 160.830 30.476 to 120.0 4T 74.603 111.904 0.0 34 74.98 0.0149 0.0 272.734 4.074 Vel = 4.19 0.0 74.98 34.550 KFactor= 12.76 15 -214.21 2.703 2T 37.301 50.250 30.206 to 120.0 0.0 37.301 -0.433 XXX -214.21 -0.1041 0.0 87.551 -9.117 Vel= 11.98 0.0 -214.21 20.656 K Factor = -47.13 El 112.70 2.703 IT 18.651 2.000 20.000 K Factor = 25.20 to 120.0 0.0 18.651 0.0 XXX 112.7 0.0318 0.0 20.651 0.656 Vel = 6.30 XXX -214.22 2.703 0.0 10.000 20.656 to 120.0 0.0 0.0 0.0 E2 -101.52 -0.0262 0.0 10.000 -0.262 Vel = 5.68 E2 113.81 2.703 0.0 10.000 20.394 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E3 12.29 0.0005 0.0 10.000 0.005 Vel = 0.69 E3 113.81 2.703 0.0 9.000 20.399 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E4 126.1 0.0391 0.0 9.000 0.352 Vel = 7.05 E4 114.80 2.703 2T 37.301 66.250 20.751 K Factor = 25.20 to 120.0 0.0 37.301 0.433 35 240.9 0.1294 0.0 103.551 13.400 Vel = 13.47 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 240.90 34.584 K Factor = 40.96 16 -214.39 2.703 21 37.301 50.250 30.175 to 120.0 0.0 37.301 -0.433 E5 -214.39 -0.1043 0.0 87.551 -9.132 VeI= 11.99 E5 114.40 2.703 0.0 10.000 20.610 K Factor= 25.20 to 120.0 0.0 0.0 0.0 E6 -99.99 -0.0254 0.0 10.000 -0.254 Vel = 5.59 E6 113.70 2.703 0.0 10.000 20.356 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E7 13.71 0.0006 0.0 10.000 0.006 Vel = 0.77 E7 113.71 2.703 0.0 9.000 20.362 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E8 127.42 0.0399 0.0 9.000 0.359 Vel = 7.12 E8 114.72 2.703 2T 37.301 66.250 20.721 K Factor = 25.20 to 120.0 0.0 37.301 0.433 36 242.14 0.1306 0.0 103.551 13.528 VeI= 13.54 0.0 242.14 34.682 KFactor= 41.12 17 -213.95 2.703 21 37.301 50.250 30.200 to 120.0 0.0 37.301 -0.433 E9 -213.95 -0.1039 0.0 87.551 -9.097 Vel= 11.96 E9 114.57 2.703 0.0 10.000 20.670 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E10 -99.38 -0.0251 0.0 10.000 -0.251 Vel = 5.56 E10 113.88 2.703 0.0 10.000 20.419 K Factor = 25.20 to 120.0 0.0 0.0 0.0 Eli 14.5 0.0007 0.0 10.000 0.007 VeI= 0.81 Eli 113.89 2.703 0.0 9.000 20.426 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E12 128.39 0.0404 0.0 9.000 0.364 Vel = 7.18 E12 114.90 2.703 2T 37.301 66.250 20.790 K Factor = 25.20 to 120.0 0.0 37.301 0.433 37 243.29 0.1318 0.0 103.551 13.647 Vel = 13.60 0.0 243.29 34.870 KFactor= 41.20 18 91.52 2.703 4T 74.603 145.500 30.423 to 120.0 0.0 74.603 0.0 38 91.52 0.0216 0.0 220.103 4.753 VeI= 5.12 0.0 91.52 35.176 K Factor = 15.43 19 93.98 2.703 4T 74.603 145.500 30.542 to 120.0 0.0 74.603 0.0 39 93.98 0.0227 0.0 220.103 4.992 Vel = 5.25 0.0 93.98 35.534 K Factor = 15.77 20 132.52 2.703 4T 74.603 58.000 30.584 to 120.0 0.0 74.603 0.0 200 132.52 0.0428 0.0 132.603 5.680 Vel = 7.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 200 -158.16 2.703 4T 74.603 89.500 36.264 to 120.0 0.0 74.603 0.0 40 -25.64 -0.0020 0.0 164.103 -0.336 Vet = 1.43 0.0 -25.64 35.928 K Factor= -4.28 21 0.93 2.703 4T 74.603 89.500 36.326 to 120.0 0.0 74.603 0.0 41 0.93 0.0 0.0 164.103 0.0 Vel = 0.05 0.0 0.93 36.326 K Factor = 0.15 22 25.75 2.703 4T 74.603 89.500 36.386 to 120.0 0.0 74.603 0.0 42 25.75 0.0021 0.0 164.103 0.340 Vet = 1.44 0.0 25.75 36.726 K Factor = 4.25 23 32.27 2.703 4T 74.603 89.500 36.542 to 120.0 0.0 74.603 0.0 43 32.27 0.0031 0.0 164.103 0.516 Vet = 1.80 0.0 32.27 37.058 K Factor = 5.30 24 44.26 2.703 4T 74.603 89.500 36.568 to 120.0 0.0 74.603 0.0 44 44.26 0.0056 0.0 164.103 0.925 Vet = 2.47 0.0 44.26 37.493 K Factor = 7.23 25 54.95 2.703 41 74.603 89.500 36.577 to 120.0 0.0 74.603 0.0 45 54.95 0.0084 0.0 164.103 1.379 Vel = 3.07 0.0 54.95 37.956 K Factor = 8.92 10 -62.73 4.31 0.0 9.670 31.735 to 120.0 0.0 0.0 0.0 11 -62.73 -0.0011 0.0 9.670 -0.011 VeI= 1.38 11 -62.87 4.31 0.0 9.750 31.724 to 120.0 0.0 0.0 0.0 12 -125.6 -0.0040 0.0 9.750 -0.039 Vel = 2.76 12 -63.42 4.31 0.0 12.500 31.685 to 120.0 0.0 0.0 0.0 13 -189.02 -0.0085 0.0 12.500 -0.106 Vel = 4.16 13 -60.52 4.31 4E 55.748 21.670 31.579 to 120.0 0.0 55.748 0.0 14 -249.54 -0.0142 0.0 77.418 -1.103 Vel = 5.49 14 -74.98 4.31 0.0 11.670 30.476 to 120.0 0.0 0.0 0.0 15 -324.52 -0.0231 0.0 11.670 -0.270 Vet = 7.14 15 214.21 4.31 0.0 10.000 30.206 to 120.0 0.0 0.0 0.0 16 -110.31 -0.0031 0.0 10.000 -0.031 Vet = 2.43 Computer Programs by Hydratec Inc. Route 111 WindhamN.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 214.39 4.31 0.0 9.000 30.175 to 120.0 0.0 0.0 0.0 17 104.08 0.0028 0.0 9.000 0.025 Vel = 2.29 17 213.94 4.31 0.0 10.000 30.200 to 120.0 0.0 0.0 0.0 18 318.02 0.0223 0.0 10.000 0.223 Vet = 6.99 18 -91.52 4.31 0.0 10.000 30.423 to 120.0 0.0 0.0 0.0 19 226.5 0.0119 0.0 10.000 0.119 Vel = 4.98 19 -93.98 4.31 0.0 9.500 30.542 to 120.0 0.0 0.0 0.0 20 132.52 0.0044 0.0 9.500 0.042 Vet = 2.91 0.0 132.52 30.584 K Factor= 23.96 200 158.16 4.31 0.0 10.000 36.264 to 120.0 0.0 0.0 0.0 21 158.16 0.0062 0.0 10.000 0.062 Vet= 3.48 21 -0.93 4.31 0.0 10.000 36.326 to 120.0 0.0 0.0 0.0 22 157.23 0.0060 0.0 10.000 0.060 Vel = 3.46 22 -25.75 4.31 IT 27.874 8.000 36.386 to 120.0 0.0 27.874 0.0 23 131.48 0.0043 0.0 35.874 0.156 Vet = 2.89 23 -32.27 4.31 0.0 10.000 36.542 to 120.0 0.0 0.0 0.0 24 99.21 0.0026 0.0 10.000 0.026 Vet = 2.18 24 -44.26 4.31 0.0 10.000 36.568 to 120.0 0.0 0.0 0.0 25 54.95 0.0009 0.0 10.000 0.009 Vel = 1.21 0.0 54.95 36.577 K Factor = 9.09 30 62.73 6.357 0.0 9.670 34.500 to 120.0 0.0 0.0 0.0 31 62.73 0.0002 0.0 9.670 0.002 Vel = 0.63 31 62.87 6.357 0.0 9.750 34.502 to 120.0 0.0 0.0 0.0 32 125.6 0.0006 0.0 9.750 0.006 Vet = 1.27 32 63.42 6.357 0.0 12.500 34.508 to 120.0 0.0 0.0 0.0 33 189.02 0.0013 0.0 12.500 0.016 Vet= 1.91 33 60.52 6.357 0.0 12.420 34.524 to 120.0 0.0 0.0 0.0 34 249.54 0.0021 0.0 12.420 0.026 VeI= 2.52 34 74.98 6.357 0.0 6.170 34.550 to 120.0 0.0 0.0 0.0 MZT 324.52 0.0036 0.0 6.170 0.022 Vet = 3.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv **** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MZT 0.0 6.357 0.0 3.500 34.572 to 120.0 0.0 0.0 0.0 35 324.52 0.0034 0.0 3.500 0.012 Vel = 3.28 35 240.90 6.357 0.0 10.000 34.584 to 120.0 0.0 0.0 0.0 36 565.42 0.0098 0.0 10.000 0.098 Vel = 5.72 36 242.14 6.357 0.0 10.000 34.682 to 120.0 0.0 0.0 0.0 37 807.56 0.0188 0.0 10.000 0.188 VeI= 8.16 37 243.29 6.357 0.0 10.000 34.870 to 120.0 0.0 0.0 0.0 38 1050.85 0.0306 0.0 10.000 0.306 Vel = 10.62 38 91.52 6.357 0.0 10.000 35.176 to 120.0 0.0 0.0 0.0 39 1142.37 0.0358 0.0 10.000 0.358 VeI= 11.55 39 93.97 6.357 0.0 9.500 35.534 to 120.0 0.0 0.0 0.0 40 1236.34 0.0415 0.0 9.500 0.394 VeI= 12.50 40 -25.63 6.357 0.0 10.000 35.928 to 120.0 0.0 0.0 0.0 41 1210.71 0.0398 0.0 10.000 0.398 VeI= 12.24 41 0.93 6.357 0.0 10.000 36.326 to 120.0 0.0 0.0 0.0 42 1211.64 0.0400 0.0 10.000 0.400 Vel = 12.25 42 25.75 6.357 0.0 8.000 36.726 to 120.0 0.0 0.0 0.0 43 1237.39 0.0415 0.0 8.000 0.332 Vel = 12.51 43 32.26 6.357 0.0 10.000 37.058 to 120.0 0.0 0.0 0.0 44 1269.65 0.0435 0.0 10.000 0.435 Vel = 12.83 44 44.27 6.357 0.0 10.000 37.493 to 120.0 0.0 0.0 0.0 45 1313.92 0.0463 0.0 10.000 0.463 Vel = 13.28 45 54.95 6.357 0.0 4.000 37.956 to 120.0 0.0 0.0 0.0 FM1 1368.87 0.0500 0.0 4.000 0.200 Vel = 13.84 FM1 0.0 8.249 1 21.141 168.830 38.156 to 120.0 0.0 21.141 0.0 TRI 1368.87 0.0141 0.0 189.971 2.672 Vel = 8.22 TRI 0.0 8.249 1S 52.853 27.080 40.828 to 120.0 1 14.094 108.055 12.811 BRI 1368.87 0.0141 IT 41.108 135.135 1.900 VeI= 8.22 BR1 0.0 8.249 0.0 1.500 55.539 to 120.0 0.0 0.0 0.0 BR2 1368.87 0.0140 0.0 1.500 0.021 Vel = 8.22 BR2 0.0 8.249 IT 41.108 0.750 55.560 to 120.0 0.0 41.108 0.0 MFD 1368.87 0.0141 0.0 41.858 0.589 Vel= 8.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptait Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MFD 0.0 8.249 1E 21.141 3.670 56.149 to 120.0 0.0 21.141 0.866 FLG 1368.87 0.0141 0.0 24.811 0.349 Vet = 8.22 FLG 0.0 8.27 1 28.468 10.000 57.364 to 140.0 0.0 28.468 1.732 Dl 1368.87 0.0105 0.0 38.468 0.402 Vet = 8.18 DI 0.0 7.68 2E 45.11 118.000 59.498 to 150.0 IT 43.857 93.979 0.0 UG1 1368.87 0.0132 1G 5.012 211.979 2.794 Vet = 9.48 UGI -636.66 7.68 5F 56.388 798.000 62.292 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 732.21 0.0041 2E 45.11 948.367 3.928 Vet = 5.07 1G 5.012 UG2 0.0 7.68 1 22.555 69.000 66.220 to 150.0 0.0 22.555 0.0 BFI 732.21 0.0042 0.0 91.555 0.380 Vet = 5.07 BFI 0.0 8.27 IT 55.354 20.000 66.600 to 140.0 2E 56.936 112.290 11.752 Fixed loss 11.752 BF2 732.21 0.0033 iZim 0.0 132.290 0.434 Vel = 4.37 BF2 0.0 11.2 1G 6.645 55.000 78.786 to 150.0 IT 66.446 73.090 2.166 CMI 732.21 0.0007 0.0 128.090 0.084 Vet = 2.38 CMI 0.0 15.94 IG 14.305 255.000 81.036 to 140.0 0.0 14.305 0.0 SRC 732.21 0.0001 0.0 269.305 0.036 Vet = 1.18 0.0 732.21 81.072 KFactor= 81.32 UGI 886.66 7.68 5F 56.388 575.000 62.292 to 150.0 IT 43.857 100.245 0.0 BF3 886.66 0.0059 0.0 675.245 3.985 Vet = 6.14 BF3 0.0 8.27 IT 55.354 20.000 66.277 to 140.0 2E 56.936 112.290 11.797 *Fixed loss .11797 BF4 886.66 0.0047 IZim 0.0 132.290 0.619 Vet = 5.30 BF4 0.0 11.2 IF 14.397 62.000 78.693 to 150.0 IG 6.645 87.487 2.166 CM2 886.66 0.0009 IT 66.446 149.487 0.140 Vet = 2.89 CM2 0.0 15.94 3G 42.916 340.000 80.999 to 140.0 0.0 42.916 0.0 SRC 886.66 0.0002 0.0 382.916 0.073 Vet = 1.43 0.0 886.66 81.072 K Factor = 98.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : HME Whiptail Loop Building Location : Whiptail Loop Carlsbad CA System : Area #2 Contract Data File HME System 2 Area 2 Remote.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 3-19-17 Design Remote area number: Area #2 Remote area location: System #2 Occupancy classification: ESFR Density: 20 psi - GpmlSqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2 K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1610.037 - GPM Type of system: Wet Grid Volume of dry or preaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department @ 71.749-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department Notes: (Include peaking information orgridded systems here.)A 10% Reduction HAs Been Taken Prior To Data Entry. Area Has Been Peaked. This is the remote calculation for system #2. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdl.I ouppiy %.,U1 VU VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 18.008 C2 - Residual Pressure: 50.4 D2 - System Flow : 1360.04 C2 - Residual Flow : 8000 D2 - System Pressure : 71.749 Hose ( Demand) : 250 D3 - System Demand : 1610.04 Safety Margin : 11.089 150 140 130 p120 R11° E10° 90 Ct 80 GO 2 U 70 R 60 C2 E 50 40 - 30 Dl 20 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now LJIdIdPII ANGUARD FIRE PROTECTION Page 3 ME Whiptail Loop Date 11-19-16 25.5 0 4-80 1 25.f 25.5 1 +-81 t 511 51 25. 2 - 82 1 76.f 76.8 264 3 - 83 10.2 103.2 27. 4 - 84 t 13q.5 130.5 28.y 5 - 85 159.2 200.7 25.3 252.2 - SI -+S2 -. S3 - S4 - 86 87.4 138 t 41.4 $ 411.4 200.5 25.5 2545 -+S5 -+S6 +-S7 4-58 4-87 87.2 138.3 t 242 I 664 201 25.5 25.1 - 59 -) SI0- SII SI2 88 87.5 138.6 443 27 +-89 T 41q 944 23. +-90 T 3941 967.9 22. - 91 1' 37q 990 214 - 92 T 34q.7 1011.4 22. 4- 93 T 32q.5 1033.5 4- 94 T 3043 1057.7 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuw LJIdIdIII VANGUARD FIRE PROTECTION Page 4 HME Whiptail Loop Date 11-19-16 27. 65 95 T 1 I 271.8 1085.2 I 31.' 66 +-96 T f 2471.1 1116.9 I 36. 67 - 97 t 1 I 20q.6 1153.4 I 42. 68 - 98 T t I 164.5 1195.5 I 48 69 - 99 T 1- 11.3 1243.7 I 54. 70 100 T I 61.f 1298.5 I 61. 71 101 - 25.5 76.8 130.5 41.4 443 392.1 348.7 302.3 243.1 164.5 61.5 50 -+51 -p52 -53 -+54 -+55 -+56 4-57 4-58 4-59 4-60 61 4-62 63 64 4-65 +-66 -67 4-684-694-70 4-71 T t 51 1' t 10312 1 159.2 242 1' 4161 t 3701 t 32615 f 27415 t 20615 1 11613 t I 25.f 25.f 25.f 264 27. 28.7 I 27 1 23. 22.1 21.1 22.1 24. 27.0 31.y 36.f 42.1 48. 54.f 61.5 I 25.f 1 76.f I 13q.5 411.4 9171 I 9671.9 I 10111.4 1 10717.7 I 116.9 I 1195.5 I 1298.5 1360 1380 1360 726.2 726.2 80 +-81 +-82 83 84 +- 85 86 87 88 89 90 +-91 +-92 93 - 94 - 95 96 - 97 - 98 99 100+- 1014- FMZ- TR2+- BR2(- MFD- FLG4- DI .- UGI+- UG2.*- BFI+- BF2 51 103.2 159.2 664 944 990 1033.5 1085.2 1153.4 1243.7 1360 1360 1360 1360 726.2 726.2 BF2+- CMI4- SRC 726.2 883.8 883.8 UGI+- BF3+- BF4+- CMZ- SRC 883.8 883.8 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 rituiiys uu ouiiiiiiiy VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop Date 11-19-16 Fitting Legend Abbrev. Name % % 1 1% 1% 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 I39O' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA I39O' Flow thru lee 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. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 50 31.58 31.27 na 51 31.58 31.27 na 52 31.58 31.26 na 53 31.58 31.25 na 54 31.58 31.22 na 55 31.58 31.17 na 56 31.58 31.11 na Si 32.58 25.2 20.2 na 113.26 1.0 1 20.0 52 32.58 25.2 20.0 na 112.7 1.0 1 20.0 S3 32.58 25.2 20.02 na 112.75 1.0 1 20.0 S4 32.58 25.2 20.53 na 114.17 1.0 1 20.0 57 31.58 31.12 na S5 32.58 25.2 20.22 na 113.31 1.0 1 20.0 S6 32.58 25.2 20.02 na 112.75 1.0 1 20.0 S7 32.58 25.2 20.04 na 112.8 1.0 1 20.0 SB 32.58 25.2 20.55 na 114.23 1.0 1 20.0 58 31.58 31.25 na S9 32.58 25.2 20.31 na 113.55 1.0 1 20.0 SIO 32.58 25.2 20.11 na 113.0 1.0 1 20.0 SI1 32.58 25.2 20.12 na 113.05 1.0 1 20.0 S12 32.58 25.2 20.64 na 114.48 1.0 1 20.0 59 31.58 31.66 na 60 31.58 31.98 na 61 31.58 32.25 na 62 31.58 32.55 na 63 31.58 32.81 na 64 31.58 33.05 na 65 31.58 33.25 na 66 31.58 33.42 na 67 31.58 33.55 na 68 31.58 33.65 na 69 31.58 33.72 na 70 31.58 33.75 na 71 31.58 33.76 na 80 31.58 31.72 na 81 31.58 31.72 na 82 31.58 31.72 na 83 31.58 31.72 na 84 31.58 31.73 na 85 31.58 31.73 na 86 31.58 31.74 na 87 31.58 31.79 na 88 31.58 31.92 na 89 31.58 32.16 na 90 31.58 32.37 na 91 31.58 32.6 na 92 31.58 32.87 na 93 31.58 33.16 na 94 31.58 33.45 na 95 31.58 33.76 na 96 31.58 3409 na 97 31.58 34.42 na 98 31.58 34.78 na 99 31.58 35.17 na 100 31.58 35.59 na 101 31.58 36.04 na FM2 31.58 37.01 na TR2 31.58 39.49 na BR2 2.0 58.11 na MFD 2.0 58.69 na FLG -4.0 61.64 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl -4.0 62.03 na UG1 -40 64.79 na 250.0 UG2 -4.0 68.66 na BF1 -4.0 69.04 na BF2 -4.0 69.46 na CM1 -9.0 71.71 na SRC -9.0 71.75 na BF3 -4.0 68.76 na BF4 -4.0 69.37 na CM2 -9.0 71.68 na The maximum velocity is 14.15 and it occurs in the pipe between nodes S12 and 88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn 50 25.48 2.703 4T 74.603 145.500 31.271 to 120.0 0.0 74.603 0.0 80 25.48 0.0020 0.0 220.103 0.446 Vet = 1.42 0.0 25.48 31.717 K Factor = 4.52 51 25.54 2.703 4T 74.603 145.500 31.269 to 120.0 0.0 74.603 0.0 81 25.54 0.0020 0.0 220.103 0.449 Vel = 1.43 0.0 25.54 31.718 K Factor = 4.53 52 25.81 2.703 4T 74.603 145.500 31.262 to 120.0 0.0 74.603 0.0 82 25.81 0.0021 0.0 220.103 0.457 Vel = 1.44 0.0 25.81 31.719 K Factor = 4.58 53 26.37 2.703 4T 74.603 145.500 31.245 to 120.0 0.0 74.603 0.0 83 26.37 0.0022 0.0 220.103 0.476 Vet = 1.47 0.0 26.37 31.721 K Factor = 4.68 54 27.31 2.703 41 74.603 145.500 31.218 to 120.0 0.0 74.603 0.0 84 27.31 0.0023 0.0 220.103 0.507 Vel = 1.53 0.0 27.31 31.725 K Factor 4.85 55 28.72 2.703 4T 74.603 145.500 31.175 to 120.0 0.0 74.603 0.0 85 28.72 0.0025 0.0 220.103 0.557 Vel = 1.61 0.0 28.72 31.732 K Factor = 5.10 56 -200.68 2.703 21 37.301 76.250 31.113 to 120.0 0.0 37.301 -0.433 SI -200.68 -0.0923 0.0 113.551 -10.482 Vel = 11.22 Si 113.25 2.703 0.0 10.000 20.198 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S2 -87.43 -0.0198 0.0 10.000 -0.198 Vet = 4.89 S2 112.70 2.703 0.0 9.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S3 25.27 0.0020 0.0 9.000 0.018 Vet = 1.41 S3 112.75 2.703 0.0 11.000 20.018 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S4 138.02 0.0462 0.0 11.000 0.508 Vel= 7.72 S4 114.17 2.703 2T 37.301 39.250 20.526 K Factor = 25.20 to 120.0 0.0 37.301 0.433 86 252.19 0.1408 0.0 76.551 10.782 Vet= 14.10 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 252.19 31.741 KFactor= 4.4.76 57 -200.55 2.703 2T 37.301 76.250 31.117 to 120.0 0.0 37.301 -0.433 S5 -200.55 -0.0922 0.0 113.551 -10.468 Vel = 11.21 S5 113.31 2.703 0.0 10.000 20.216 K Factor = 25.20 to 120.0 0.0 0.0 0.0 86 -87.24 -0.0197 0.0 10.000 -0.197 Vel = 4.88 S6 112.75 2.703 0.0 9.000 20.019 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S7 25.51 0.0020 0.0 9.000 0.018 Vel = 1.43 S7 112.80 2.703 0.0 11.000 20.037 K Factor = 25.20 to 120.0 0.0 0.0 0.0 88 138.31 0.0464 0.0 11.000 0.510 Vel = 7.73 S8 114.23 2.703 2T 37.301 39.250 20.547 K Factor = 25.20 to 120.0 0.0 37.301 0.433 87 252.54 0.1412 0.0 76.551 10.810 VeI= 14.12 0.0 252.54 31.790 KFactor= 4.4.79 58 -201.02 2.703 2T 37.301 76.250 31.252 to 120.0 0.0 37.301 -0.433 S9 -201.02 -0.0926 0.0 113.551 -10.514 Vel= 11.24 S9 113.55 2.703 0.0 10.000 20.305 K Factor = 25.20 to 120.0 0.0 0.0 0.0 810 -87.47 -0.0198 0.0 10.000 -0.198 Vel = 4.89 S10 113.00 2.703 0.0 9.000 20.107 K Factor = 25.20 to 120.0 0.0 0.0 0.0 SII 25.53 0.0020 0.0 9.000 0.018 Vel = 1.43 SI1 113.05 2.703 0.0 11.000 20.125 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S12 138.58 0.0465 0.0 11.000 0.512 VeI= 7.75 812 114.48 2.703 2T 37.301 39.250 20.637 K Factor = 25.20 to 120.0 0.0 37.301 0.433 88 253.06 0.1417 0.0 76.551 10.851 VeI= 14.15 0.0 253.06 31.921 KFactor= 44.79 59 26.97 2.703 4T 74.603 145.500 31.664 to 120.0 0.0 74.603 0.0 89 26.97 0.0022 0.0 220.103 0.495 Vel = 1.51 0.0 26.97 32.159 K Factor= 4.76 60 23.94 2.703 4T 74.603 145.500 31.975 to 120.0 0.0 74.603 0.0 90 23.94 0.0018 0.0 220.103 0.398 Vel = 1.34 0.0 23.94 32.373 K Factor= 4.21 61 22.08 2.703 4T 74.603 145.500 32.254 to 120.0 0.0 74.603 0.0 91 22.08 0.0016 0.0 220.103 0.343 Vel = 1.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 22.08 32.597 K Factor = 3.87 62 21.36 2.703 4T 74.603 145.500 32.550 to 120.0 0.0 74.603 0.0 92 21.36 0.0015 0.0 220.103 0.322 Vel= 1.19 0.0 21.36 32.872 K Factor = 3.73 63 22.11 2.703 4T 74.603 145.500 32.814 to 120.0 0.0 74.603 0.0 93 22.11 0.0016 0.0 220.103 0.343 Vel = 1.24 0.0 22.11 33.157 K Factor = 3.84 64 24.23 2.703 4T 74.603 145.500 33.048 to 120.0 0.0 74.603 0.0 94 24.23 0.0018 0.0 220.103 0.407 Vel = 1.35 0.0 24.23 33.455 K Factor = 4.19 65 27.50 2.703 4T 74.603 145.500 33.251 to 120.0 0.0 74.603 0.0 95 27.5 0.0023 0.0 220.103 0.514 Vel = 1.54 0.0 27.50 33.765 K Factor = 4.73 66 31.72 2.703 4T 74.603 145.500 33.421 to 120.0 0.0 74.603 0.0 96 31.72 0.0030 0.0 220.103 0.669 Vel = 1.77 0.0 31.72 34.090 K Factor = 5.43 67 36.47 2.703 4T 74.603 145.500 33.550 to 120.0 0.0 74.603 0.0 97 36.47 0.0039 0.0 220.103 0.867 Vel = 2.04 0.0 36.47 34.417 K Factor= 6.22 68 42.10 2.703 4T 74.603 145.500 33.651 to 120.0 0.0 74.603 0.0 98 42.1 0.0051 0.0 220.103 1.130 Vel = 2.35 0.0 42.10 34.781 KFactor= 7.14 69 48.24 2.703 4T 74.603 145.500 33.716 to 120.0 0.0 74.603 0.0 99 48.24 0.0066 0.0 220.103 1.454 Vel = 2.70 0.0 48.24 35.170 K Factor = 8.13 70 54.76 2.703 4T 74.603 145.500 33.751 to 120.0 0.0 74.603 0.0 100 54.76 0.0084 0.0 220.103 1.838 Vel = 3.06 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 54.76 35.589 K Factor = 9.18 71 61.54 2.703 4T 74.603 145.500 33.762 to 120.0 0.0 74.603 0.0 101 61.54 0.0104 0.0 220.103 2.281 Vel = 3.44 0.0 61.54 36.043 K Factor = 10.25 50 -25.48 4.31 0.0 8.500 31.271 to 120.0 0.0 0.0 0.0 51 -25.48 -0.0002 0.0 8.500 -0.002 Vel = 0.56 51 -25.54 4.31 0.0 10.000 31.269 to 120.0 0.0 0.0 0.0 52 -51.02 -0.0007 0.0 10.000 -0.007 Vel = 1.12 52 -25.81 4.31 0.0 10.000 31.262 to 120.0 0.0 0.0 0.0 53 -76.83 -0.0017 0.0 10.000 -0.017 Vel = 1.69 53 -26.37 4.31 0.0 10.000 31.245 to 120.0 0.0 0.0 0.0 54 -103.2 -0.0027 0.0 10.000 -0.027 Vel = 2.27 54 -27.32 4.31 0.0 10.000 31.218 to 120.0 0.0 0.0 0.0 55 -130.52 -0.0043 0.0 10.000 -0.043 Vel = 2.87 55 -28.72 4.31 0.0 10.000 31.175 to 120.0 0.0 0.0 0.0 56 -159.24 -0.0062 0.0 10.000 -0.062 Vel = 3.50 56 200.69 4.31 0.0 9.000 31.113 to 120.0 0.0 0.0 0.0 57 41.45 0.0004 0.0 9.000 0.004 Vel = 0.91 57 200.54 4.31 0.0 10.000 31.117 to 120.0 0.0 0.0 0.0 58 241.99 0.0135 0.0 10.000 0.135 VeI= 5.32 58 201.02 4.31 0.0 10.000 31.252 to 120.0 0.0 0.0 0.0 59 443.01 0.0412 0.0 10.000 0.412 Vel= 9.74 59 -26.96 4.31 0.0 8.500 31.664 to 120.0 0.0 0.0 0.0 60 416.05 0.0366 0.0 8.500 0.311 VeI= 9.15 60 -23.95 4.31 0.0 8.500 31.975 to 120.0 0.0 0.0 0.0 61 392.1 0.0328 0.0 8.500 0.279 Vel = 8.62 61 -22.08 4.31 0.0 10.000 32.254 to 120.0 0.0 0.0 0.0 62 370.02 0.0296 0.0 10.000 0.296 VeI= 8.14 62 -21.36 4.31 0.0 10.000 32.550 to 120.0 0.0 0.0 0.0 63 348.66 0.0264 0.0 10.000 0.264 Vel = 7.67 63 -22.11 4.31 0.0 10.000 32.814 to 120.0 0.0 0.0 0.0 64 326.55 0.0234 0.0 10.000 0.234 Vel = 7.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 64 -24.23 4.31 0.0 10.000 33.048 to 120.0 0.0 0.0 0.0 65 302.32 0.0203 0.0 10.000 0.203 Vel = 6.65 65 -27.50 4.31 0.0 10.000 33.251 to 120.0 0.0 0.0 0.0 66 274.82 0.0170 0.0 10.000 0.170 Vel = 6.04 66 -31.71 4.31 0.0 9.500 33.421 to 120.0 0.0 0.0 0.0 67 243.11 0.0136 0.0 9.500 0.129 Vet = 5.35 67 -36.47 4.31 0.0 10.000 33.550 to 120.0 0.0 0.0 0.0 68 206.64 0.0101 0.0 10.000 0.101 Vel = 4.54 68 -42.11 4.31 0.0 10.000 33.651 to 120.0 0.0 0.0 0.0 69 164.53 0.0065 0.0 10.000 0.065 Vet = 3.62 69 -48.23 4.31 0.0 10.000 33.716 to 120.0 0.0 0.0 0.0 70 116.3 0.0035 0.0 10.000 0.035 Vet = 2.56 70 -54.76 4.31 0.0 10.000 33.751 to 120.0 0.0 0.0 0.0 71 61.54 0.0011 0.0 10.000 0.011 Vet = 1.35 0.0 61.54 33.762 K Factor = 10.59 80 25.48 6.357 0.0 8.500 31.717 to 120.0 0.0 0.0 0.0 81 25.48 0.0001 0.0 8.500 0.001 Vet = 0.26 81 25.54 6.357 0.0 10.000 31.718 to 120.0 0.0 0.0 0.0 82 51.02 0.0001 0.0 10.000 0.001 Vet = 0.52 82 25.81 6.357 0.0 10.000 31.719 to 120.0 0.0 0.0 0.0 83 76.83 0.0002 0.0 10.000 0.002 Vet = 0.78 83 26.37 6.357 0.0 10.000 31.721 to 120.0 0.0 0.0 0.0. 84 103.2 0.0004 0.0 10.000 0.004 Vet = 1.04 84 27.32 6.357 0.0 10.000 31.725 to 120.0 0.0 0.0 0.0 85 130.52 0.0007 0.0 10.000 0.007 Vet = 1.32 85 28.72 6.357 0.0 10.000 31.732 to 120.0 0.0 0.0 0.0 86 159.24 0.0009 0.0 10.000 0.009 Vet= 1.61 86 252.19 6.357 0.0 9.000 31.741 to 120.0 0.0 0.0 0.0 87 411.43 0.0054 0.0 9.000 0.049 Vet= 4.16 87 252.53 6.357 0.0 10.000 31.790 to 120.0 0.0 0.0 0.0 88 663.96 0.0131 0.0 10.000 0.131 Vet = 6.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. I.C1, or Ftng's Pe Pv *** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 88 253.06 6.357 0.0 10.000 31.921 to 120.0 0.0 0.0 0.0 89 917.02 0.0238 0.0 10.000 0.238 Vel = 9.27 89 26.97 6.357 0.0 8.500 32.159 to 120.0 0.0 0.0 0.0 90 943.99 0.0252 0.0 8.500 0.214 Vel = 9.54 90 23.94 6.357 0.0 8.500 32.373 to 120.0 0.0 0.0 0.0 91 967.93 0.0264 0.0 8.500 0.224 Vel = 9.78 91 22.09 6.357 0.0 10.000 32.597 to 120.0 0.0 0.0 0.0 92 990.02 0.0275 0.0 10.000 0.275 Vel = 10.01 92 21.36 6.357 0.0 10.000 32.872 to 120.0 0.0 0.0 0.0 93 1011.38 0.0285 0.0 10.000 0.285 Vel = 10.22 93 22.11 6.357 0.0 10.000 33.157 to 120.0 0.0 0.0 0.0 94 1033.49 0.0298 0.0 10.000 0.298 Vel = 10.45 94 24.23 6.357 0.0 10.000 33.455 to 120.0 0.0 0.0 0.0 95 1057.72 0.0310 0.0 10.000 0.310 Vel = 10.69 95 27.49 6.357 0.0 10.000 33.765 to 120.0 0.0 0.0 0.0 96 1085.21 0.0325 0.0 10.000 0.325 Vel = 10.97 96 31.72 6.357 0.0 9.500 34.090 to 120.0 0.0 0.0 0.0 97 1116.93 0.0344 0.0 9.500 0.327 Vel = 11.29 97 36.47 6.357 0.0 10.000 34.417 to 120.0 0.0 0.0 0.0 98 1153.4 0.0364 0.0 10.000 0.364 VeI= 11.66 98 42.10 6.357 0.0 10.000 34.781 to 120.0 0.0 0.0 0.0 99 1195.5 0.0389 0.0 10.000 0.389 VeI= 12.08 99 48.24 6.357 0.0 10.000 35.170 to 120.0 0.0 0.0 0.0 100 1243.74 0.0419 0.0 10.000 0.419 VeI= 12.57 100 5476 6.357 0.0 10.000 35.589 to 120.0 0.0 0.0 0.0 101 1298.5 0.0454 0.0 10.000 0.454 VeI= 13.13 101 61.54 6.357 1E 17.603 2.000 36.043 to 120.0 0.0 17.603 0.0 FM2 1360.04 0.0494 0.0 19.603 0.968 Vel = 13.75 FM2 0.0 6.357 2E 35.205 14.920 37.011 to 120.0 0.0 35.205 0.0 TR2 1360.04 0.0494 0.0 50.125 2.477 VeI= 13.75 TR2 0.0 6.357 15 40.235 27.080 39.488 to 120.0 lB 12.573 90.528 12.811 BR2 1360.04 0.0494 iT 37.72 117.608 5.813 Vel= 13.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11CS,or Ftngs Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR2 0.0 8.249 1 41.108 0.750 58.112 to 120.0 0.0 41.108 0.0 MFD 1360.04 0.0139 0.0 41.858 0.581 Vel = 8.16 MFD 0.0 8.249 1 21.141 3.670 58.693 to 120.0 0.0 21.141 2.599 FLG 1360.04 0.0139 0.0 24.811 0.344 VeI= 8.16 FLG 0.0 8.27 1 28.468 10.000 61.636 to 140.0 0.0 28.468 0.0 Dl 1360.04 0.0103 0.0 38.468 0.397 Vet = 8.12 Dl 0.0 7.68 2E 45.11 118.000 62.033 to 150.0 IT 43.857 93.979 0.0 UG1 1360.04 0.0130 1G 5.012 211.979 2.761 Vet = 9.42 UGI -633.81 7.68 5F 56.388 798.000 64.794 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 726.23 0.0041 2E 45.11 948.367 3.869 Vel = 5.03 1G 5.012 UG2 0.0 7.68 1E 22.555 69.000 68.663 to 150.0 0.0 22.555 0.0 BFI 726.23 0.0041 0.0 91.555 0.374 Vet= 5.03 BFI 0.0 8.27 IT 55.354 20.000 69.037 to 140.0 2E 56.936 112.290 0.0 BF2 726.23 0.0032 0.0 132.290 0.427 Vel = 4.34 BF2 0.0 11.2 IG 6.645 55.000 69.464 to 150.0 IT 66.446 73.090 2.166 CMI 726.23 0.0006 0.0 128.090 0.083 Vet = 2.36 CM1 0.0 15.94 1G 14.305 255.000 71.713 to 140.0 0.0 14.305 0.0 SRC 726.23 0.0001 0.0 269.305 0.036 Vel = 1.17 0.0 726.23 71.749 K Factor= 85.74 UGi 883.81 7.68 5F 56.388 575.000 64.794 to 150.0 IT 43.857 100.245 0.0 BF3 883.81 0.0059 0.0 675.245 3.962 Vet = 6.12 BF3 0.0 8.27 IT 55.354 20.000 68.756 to 140.0 2E 56.936 112.290 0.0 BF4 883.81 0.0046 0.0 132.290 0.615 Vel = 5.28 BF4 0.0 11.2 IF 14.397 62.000 69.371 to 150.0 1G 6.645 87.487 2.166 CM2 883.81 0.0009 IT 66.446 149.487 0.139 Vet = 2.88 CM2 0.0 15.94 3G 42.916 340.000 71.676 to 140.0 0.0 42.916 0.0 SRC 883.81 0.0002 0.0 382.916 0.073 Vel = 1.42 0.0 883.81 71.749 K Factor = 104.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - . - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : HME Whiptail Loop Building Location : Whiptail Loop Carlsbad CA System : Area #3 Proof Calc Contract Data File : HME System 2 Area 3 Proof Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 11-19-16 Design Remote area number: Area #3 Proof Caic Remote area location: System #2 Occupancy classification: ESFR Density: 20 psi - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2 K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1610.801 - GPM © 69.100 -Psi Type of system: Wet Grid Volume of dry or preaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department Notes: (Include peaking information or gridded systems here.) A 10% Reduction HAs Been Taken Prior To Data Entry. This calc represents a longer branchline proof caic. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLI OU[J)iy %..,UtV VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl - Static Iressure : 84.6 Dl - Elevation : 18.008 C2 - Residual Pressure: 50.4 02 - System Flow : 1360.8 C2 - Residual Flow : 8000 D2 - System Pressure : 69.100 Hose ( Demand) : 250 D3 - System Demand : 1610.8 Safety Margin : 13.737 150 140 130 p120 R11° E10° 890 ci- - S 80 - u70 7_____________ R60 - E 50 - _____ _______ _________ ___________ _____________ _______________ 40 -- 30 20 Dl -- 10 -- 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuw UIdidIIi VANGUARD FIRE PROTECTION HME Whiptail Loop 28.4 - 80 1 28.f 28.4 28. 4-81 T 56.p 56.9 - 82 t 85.1 85.7 4-83 1 11.1 115.1 4-84 T 14.6 145.6 32 1 - 85 t 17.6 177.6 34 +-86 1 211.8 211.8 36. +-87 T 24.5 248.5 40. +-88 1' 28q.7 288.7 44 <- 89 T 33.3 333.3 48. +-90 382.2 282.9 55.3 170.3 -+ P1 - P2 - P3 - P4 _ 91 168.3 57.4 t 99.3 I 552.6 282.3 54.6 1711 -, P5 - P6 - P7 - P8 4-92 167.6 58.1 f 183 723.6 282.4 54.4 1711.8 - P9 .-+ P10-, P114- P12+-. 93 167.6 58.6 465.4 53.6 4-. 94 T 411.7 949.1 Page 3 Date 11-19-16 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now L1IdIIlI VANGUARD FIRE PROTECTION HME Whiptail Loop 51. 65 +-95 1- t I 359.8 1001 I 51. 66 +-96 T 1 309 1052.8 I 534 67 - 97 -1 t I 251.5 1106.3 I 56. 68 - 98 1 1- I 199 1162.8 I 601' 69 99 t 1 13.4 1223.4 I 65.c 70 - 100 1 t I 71.f 1289.2 I 71. 71 -. 101 Page 4 Date 11-19-16 28.4 85.7 145.6 211.8 288.7 382.2 183 411.7 308 198 71.6 50 -*51 -*52 -*53 -*54 -*55 -*56 -*57 -*58 -*59 -*60 -*61 -*624-634-64 4-65 4-66 4-674-684-69 4-704-71 T t 56.9 f 11511 T 17716 t 24815 T 33313 99.3 46514 1' 35918 f 25415 t 13714 t I 284 28.c 28.c 29.f 30.f 321 34. 36,1 40. 44.f 48.9 I 53.f 51.9 51.9 53.f 56.c 601' 65.c 71.6 p 28.f I 651' I 14.6 I 211.8 I 287 I 362.2 723.6 1 949.1 I 102.8 I 11q2.8 I 1299.2 1360.8 1360.8 1360.8 726.6 726.6 80 +--81 +-82 - 83 - 84 - 85 - 86 - 87 - 88 - 89 - 90 - 91 - 92 - 93 - 94 - 95 - 96 - 97 - 98 _ 99 - 100- 1014-. FMZ- TR24- BRa- MFD- FLG4- DI - UGI*- UGZ- BFI4-BF2 56.9 115.1 177.6 248.5 333.3 552.6 895.4 1001 1106.3 1223.4 1360.8 1360.8 1360.8 1360.8 726.6 728.6 BF2+- CMI4- SRC 726.6 884.2 884.2 UG1 BF3+- BF44- CMZ- SRC 884.2 684.2 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r ILL11 lyb UbU OUIIIIIIdI VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop Date 11-19-16 Fitting Legend Abbrev. Name V2 1% 1% 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 I39OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA I39O' 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. ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 50 31.58 29.8 na 51 31.58 29.8 na 52 31.58 29.79 na 53 31.58 29.77 na 54 31.58 29.74 na 55 31.58 29.68 na 56 31.58 29.61 na 57 31.58 29.51 na 58 31.58 29.37 na 59 31.58 29.19 na 60 31.58 28.98 na 61 31.58 28.71 na P1 32.58 25.2 20.69 na 114.63 1.0 1 20.0 P2 32.58 25.2 20.09 na 112.96 1.0 1 20.0 P3 32.58 25.2 20.0 na 112.7 1.0 1 20.0 P4 32.58 25.2 20.09 na 112.95 1.0 1 20.0 62 31.58 28.69 na P5 32.58 25.2 20.7 na 114.65 1.0 1 20.0 P6 32.58 25.2 20.1 na 112.99 1.0 1 20.0 P7 32.58 25.2 20.01 na 112.73 1.0 1 20.0 P8 32.58 25.2 20.1 na 112.99 1.0 1 20.0 63 31.58 28.77 na P9 32.58 25.2 20.77 na 114.85 1.0 1 20.0 P10 32.58 25.2 20.18 na 113.2 1.0 1 20.0 P11 32.58 25.2 20.09 na 112.94 1.0 1 20.0 P12 32.58 25.2 20.18 na 113.21 1.0 1 20.0 64 31.58 29.22 na 65 31.58 29.58 na 66 31.58 29.86 na 67 31.58 30.06 na 68 31.58 30.21 na 69 31.58 30.3 na 70 31.58 30.35 na 71 31.58 30.36 na 80 31.58 30.35 na 81 31.58 30.35 na 82 31.58 30.35 na 83 31.58 30.35 na 84 31.58 30.36 na 85 31.58 30.37 na 86 31.58 30.38 na 87 31.58 30.39 na 88 31.58 30.41 na 89 31.58 30.44 na 90 31.58 30.47 na 91 31.58 30.51 na 92 31.58 30.61 na 93 31.58 30.76 na 94 31.58 30.99 na 95 31.58 31.24 na 96 31.58 31.52 na 97 31.58 31.81 na 98 31.58 32.15 na 99 31.58 32.52 na 100 31.58 32.93 na 101 31.58 33.38 na FM2 31.58 34.35 na TR2 31.58 36.83 na BR2 2.0 55.45 na MFD 2.0 56.04 na FLG -4.0 58.98 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Dl -4.0 59.38 na UGI -4.0 62.14 na UG2 -4.0 66.01 na BFI -4.0 66.39 na BF2 -4.0 66.82 na CM1 -9.0 69.06 na SRC -9.0 69.1 na BF3 -4.0 66.11 na BF4 -4.0 66.72 na CM2 -9.0 69.03 na The maximum velocity is 15.82 and it occurs in the pipe between nodes 61 and P1 250.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 50 28.41 2.703 41 74.603 145.500 29.803 to 120.0 0.0 74.603 0.0 80 28.41 0.0025 0.0 220.103 0.546 Vel = 1.59 0.0 28.41 30.349 K Factor= 5.16 51 28.48 2.703 4T 74.603 145.500 29.800 to 120.0 0.0 74.603 0.0 81 28.48 0.0025 0.0 220.103 0.549 Vel = 1.59 0.0 28.48 30.349 K Factor = 5.17 52 28.78 2.703 41 74.603 145.500 29.791 to 120.0 0.0 74.603 0.0 82 28.78 0.0025 0.0 220.103 0.559 Vel = 1.61 0.0 28.78 30.350 K Factor = 5.22 53 29.41 2.703 4T 74.603 145.500 29.772 to 120.0 0.0 74.603 0.0 83 29.41 0.0026 0.0 220.103 0.581 Vel = 1.64 0.0 29.41 30.353 K Factor = 5.34 54 30.46 2.703 4T 74.603 145.500 29.738 to 120.0 0.0 74.603 0.0 84 30.46 0.0028 0.0 220.103 0.621 Vel = 1.70 0.0 30.46 30.359 K Factor = 5.53 55 32.03 2.703 4T 74.603 145.500 29.685 to 120.0 0.0 74.603 0.0 85 32.03 0.0031 0.0 220.103 0.681 Vel = 1.79 0.0 32.03 30.366 K Factor = 5.81 56 34.19 2.703 4T 74.603 145.500 29.609 to 120.0 0.0 74.603 0.0 86 34.19 0.0035 0.0 220.103 0.769 Vel = 1.91 0.0 34.19 30.378 K Factor = 6.20 57 36.72 2.703 4T 74.603 145.500 29.515 to 120.0 0.0 74.603 0.0 87 36.72 0.0040 0.0 220.103 0.877 Vel = 2.05 0.0 36.72 30.392 K Factor = 6.66 58 40.25 2.703 4T 74.603 145.500 29.373 to 120.0 0.0 74.603 0.0 88 40.25 0.0047 0.0 220.103 1.040 Vel = 2.25 0.0 40.25 30.413 K Factor = 7.30 59 44.55 2.703 41 74.603 145.500 29.187 to 120.0 0.0 74.603 0.0 89 44.55 0.0057 0.0 220.103 1.255 Vel = 2.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 44.55 30.442 K Factor = 8.07 60 48.93 2.703 4T 74.603 145.500 28.980 to 120.0 0.0 74.603 0.0 90 48.93 0.0068 0.0 220.103 1.493 Vel = 2.74 0.0 48.93 30.473 K Factor = 8.86 61 -282.90 2.703 2T 37.301 6.250 28.714 to 120.0 0.0 37.301 -0.433 P1 -282.9 -0.1742 0.0 43.551 -7.588 Vel = 15.82 P1 114.63 2.703 0.0 9.000 20.693 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P2 -168.27 -0.0666 0.0 9.000 -0.599 Vel = 9.41 P2 112.96 2.703 0.0 11.000 20.094 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P3 -55.31 -0.0085 0.0 11.000 -0.094 Vel = 3.09 P3 112.70 2.703 0.0 10.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P4 57.39 0.0091 0.0 10.000 0.091 Vel = 3.21 P4 112.95 2.703 2T 37.301 109.250 20.091 K Factor = 25.20 to 120.0 0.0 37.301 0.433 91 170.34 0.0682 0.0 146.551 9.989 VeI= 9.52 0.0 170.34 30.513 K Factor= 30.84 62 -282.28 2.703 2T 37.301 6.250 28.688 to 120.0 0.0 37.301 -0.433 P5 -282.28 -0.1735 0.0 43.551 -7.557 Vel = 15.78 P5 114.65 2.703 0.0 9.000 20.698 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P6 -167.63 -0.0661 0.0 9.000 -0.595 Vel = 9.37 P6 112.99 2.703 0.0 11.000 20.103 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P7 -54.64 -0.0084 0.0 11.000 -0.092 Vel = 3.05 P7 112.73 2.703 0.0 10.000 20.011 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P8 58.09 0.0093 0.0 10.000 0.093 Vel = 3.25 P8 112.99 2.703 2T 37.301 109.250 20.104 K Factor = 25.20 to 120.0 0.0 37.301 0.433 92 171.08 0.0687 0.0 146.551 10.069 Vet= 9.57 0.0 171.08 30.606 K Factor= 30.92 63 -282.41 2.703 2T 37.301 6.250 28.768 to 120.0 0.0 37.301 -0.433 P9 -282.41 -0.1737 0.0 43.551 -7.563 Vel = 15.79 P9 114.85 2.703 0.0 9.000 20.772 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P10 -167.56 -0.0661 0.0 9.000 -0.595 Vel = 9.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P10 113.20 2.703 0.0 11.000 20.177 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P11 -54.36 -0.0083 0.0 11.000 -0.091 VeI= 3.04 P11 112.94 2.703 0.0 10.000 20.086 K Factor 25.20 to 120.0 0.0 0.0 0.0 P12 58.58 0.0095 0.0 10.000 0.095 Vet = 3.28 P12 113.21 2.703 2T 37.301 109.250 20.181 K Factor = 25.20 to 120.0 0.0 37.301 0.433 93 171.79 0.0692 0.0 146.551 10.146 Vel = 9.60 0.0 171.79 30.760 KFactor= 30.97 64 53.64 2.703 4T 74.603 145.500 29.219 to 120.0 0.0 74.603 0.0 94 53.64 0.0080 0.0 220.103 1.769 Vet = 3.00 0.0 53.64 30.988 K Factor = 9.64 65 51.89 2.703 4T 74.603 145.500 29.579 to 120.0 0.0 74.603 0.0 95 51.89 0.0076 0.0 220.103 1.663 Vet = 2.90 0.0 51.89 31.242 K Factor = 9.28 66 51.89 2.703 4T 74.603 145.500 29.859 to 120.0 0.0 74.603 0.0 96 51.89 0.0076 0.0 220.103 1.663 Vel= 2.90 0.0 51.89 31.522 K Factor = 9.24 67 53.43 2.703 4T 74.603 145.500 30.058 to 120.0 0.0 74.603 0.0 97 53.43 0.0080 00 220.103 1.757 Vet = 2.99 0.0 53.43 31.815 K Factor = 9.47 68 56.47 2.703 4T 74.603 145.500 30.206 to 120.0 0.0 74.603 0.0 98 56.47 0.0088 0.0 220.103 1.946 Vet = 3.16 0.0 56.47 32.152 K Factor = 9.96 69 60.69 2.703 4T 74.603 145.500 30.299 to 120.0 0.0 74.603 0.0 99 60.69 0.0101 0.0 220.103 2.223 Vet = 3.39 0.0 60.69 32.522 K Factor = 10.64 70 65.80 2.703 4T 74.603 145.500 30.346 to 120.0 0.0 74.603 0.0 100 65.8 0.0117 0.0 220.103 2.582 Vet = 3.68 0.0 65.80 32.928 K Factor = 11.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 71 71.56 2.703 4T 74.603 145.500 30.360 to 120.0 0.0 74.603 0.0 101 71.56 0.0137 0.0 220.103 3.016 Vet= 4.00 0.0 71.56 33.376 KFactor= 12.39 50 -28.41 4.31 0.0 8.500 29.803 to 120.0 0.0 0.0 0.0 51 -28.41 -0.0004 0.0 8.500 -0.003 Vet = 0.62 51 -28.49 4.31 0.0 10.000 29.800 to 120.0 0.0 0.0 0.0 52 -56.9 -0.0009 0.0 10.000 -0.009 Vet = 1.25 52 -28.78 4.31 0.0 10.000 29.791 to 120.0 0.0 0.0 0.0 53 -85.68 -0.0019 0.0 10.000 -0.019 Vet = 1.88 53 -29.41 4.31 0.0 10.000 29.772 to 120.0 0.0 0.0 0.0 54 -115.09 -0.0034 0.0 10.000 -0.034 Vet = 2.53 54 -30.46 4.31 0.0 10.000 29.738 to 120.0 0.0 0.0 0.0 55 -145.55 -0.0053 0.0 10.000 -0.053 Vet = 3.20 55 -32.03 4.31 0.0 10.000 29.685 to 120.0 0.0 0.0 0.0 56 -177.58 -0.0076 0.0 10.000 -0.076 Vet = 3.91 56 -34.18 4.31 0.0 9.000 29.609 to 120.0 0.0 0.0 0.0 57 -211.76 -0.0104 0.0 9.000 -0.094 Vel= 4.66 57 -36.72 4.31 0.0 10.000 29.515 to 120.0 0.0 0.0 0.0 58 -248.48 -0.0142 0.0 10.000 -0.142 Vet = 5.46 58 -40.26 4.31 0.0 10.000 29.373 to 120.0 0.0 0.0 0.0 59 -288.74 -0.0186 0.0 10.000 -0.186 Vet = 6.35 59 -44.55 4.31 0.0 8.500 29.187 to 120.0 0.0 0.0 0.0 60 -333.29 -0.0244 0.0 8.500 -0.207 Vet = 7.33 60 -48.93 4.31 0.0 8.500 28.980 to 120.0 0.0 0.0 0.0 61 -382.22 -0.0313 0.0 8.500 -0.266 Vet = 8.41 61 282.90 4.31 0.0 10.000 28.714 to 120.0 0.0 0.0 0.0 62 -99.32 -0.0026 0.0 10.000 -0.026 Vet = 2.18 62 282.28 4.31 0.0 10.000 28.688 to 120.0 0.0 0.0 0.0 63 182.96 0.0080 0.0 10.000 0.080 Vet = 4.02 63 282.41 4.31 0.0 10.000 28.768 to 120.0 0.0 0.0 0.0 64 465.37 0.0451 0.0 10.000 0.451 Vet = 10.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 64 -53.64 4.31 0.0 10.000 29.219 to 120.0 0.0 0.0 0.0 65 411.73 0.0360 0.0 10.000 0.360 Vel= 9.05 65 -51.89 4.31 0.0 10.000 29.579 to 120.0 0.0 0.0 0.0 66 359.84 0.0280 0.0 10.000 0.280 Vet = 7.91 66 -51.88 4.31 0.0 9.500 29.859 to 120.0 0.0 0.0 0.0 67 307.96 0.0209 0.0 9.500 0.199 Vet = 6.77 67 -53.44 4.31 0.0 10.000 30.058 to 120.0 0.0 0.0 0.0 68 254.52 0.0148 0.0 10.000 0.148 Vet = 5.60 68 -56.47 4.31 0.0 10.000 30.206 to 120.0 0.0 0.0 0.0 69 198.05 0.0093 0.0 10.000 0.093 Vet = 4.36 69 -60.69 4.31 0.0 10.000 30.299 to 120.0 0.0 0.0 0.0 70 137.36 0.0047 0.0 10.000 0.047 Vel = 3.02 70 -65.80 4.31 0.0 10.000 30.346 to 120.0 0.0 0.0 0.0 71 71.56 0.0014 0.0 10.000 0.014 VeI= 1.57 0.0 71.56 30.360 KFactor= 12.99 80 28.41 6.357 0.0 8.500 30.349 to 120.0 0.0 0.0 0.0 81 28.41 0.0 0.0 8.500 0.0 Vet = 0.29 81 28.49 6.357 0.0 10.000 30.349 to 120.0 0.0 0.0 0.0 82 56.9 0.0001 0.0 10.000 0.001 Vet = 0.58 82 28.78 6.357 0.0 10.000 30.350 to 120.0 0.0 0.0 0.0 83 85.68 0.0003 0.0 10.000 0.003 Vet = 0.87 83 29.41 6.357 0.0 10.000 30.353 to 120.0 0.0 0.0 0.0 84 115.09 0.0006 0.0 10.000 0.006 Vet= 1.16 84 30.46 6.357 0.0 10.000 30.359 to 120.0 0.0 0.0 0.0 85 145.55 0.0007 0.0 10.000 0.007 Vet = 1.47 85 32.03 6.357 0.0 10.000 30.366 to 120.0 0.0 0.0 0.0 86 177.58 0.0012 0.0 10.000 0.012 Vet = 1.80 86 34.18 6.357 0.0 9.000 30.378 to 120.0 0.0 0.0 0.0 87 211.76 0.0016 0.0 9.000 0.014 Vet= 2.14 87 36.72 6.357 0.0 10.000 30.392 to 120.0 0.0 0.0 0.0 88 248.48 0.0021 0.0 10.000 0.021 Vet= 2.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loci.or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pin 88 40.26 6.357 0.0 10.000 30.413 to 120.0 0.0 0.0 0.0 89 288.74 0.0029 0.0 10.000 0.029 Vel = 2.92 89 44.55 6.357 0.0 8.500 30.442 to 120.0 0.0 0.0 0.0 90 333.29 0.0036 0.0 8.500 0.031 Vel = 3.37 90 48.93 6.357 0.0 8.500 30.473 to 120.0 0.0 0.0 0.0 91 382.22 0.0047 0.0 8.500 0.040 Vel= 3.86 91 170.35 6.357 0.0 10.000 30.513 to 120.0 0.0 0.0 0.0 92 552.57 0.0093 0.0 10.000 0.093 Vel = 5.59 92 171.08 6.357 0.0 10.000 30.606 to 120.0 0.0 0.0 0.0 93 723.65 0.0154 0.0 10.000 0.154 Vel = 7.31 93 171.79 6.357 0.0 10.000 30.760 to 120.0 0.0 0.0 0.0 94 895.44 0.0228 0.0 10.000 0.228 Vel = 9.05 94 53.64 6.357 0.0 10.000 30.988 to 120.0 0.0 0.0 0.0 95 949.08 0.0254 0.0 10.000 0.254 Vel = 9.59 95 51.88 6.357 0.0 10.000 31.242 to 120.0 0.0 0.0 0.0 96 1000.96 0.0280 0.0 10.000 0.280 Vel= 10.12 96 51.89 6.357 0.0 9.500 31.522 to 120.0 0.0 0.0 0.0 97 1052.85 0.0308 0.0 9.500 0.293 Vel = 10.64 97 53.43 6.357 0.0 10.000 31.815 to 120.0 0.0 0.0 0.0 98 1106.28 0.0337 0.0 10.000 0.337 VeI= 11.18 98 56.47 6.357 0.0 10.000 32.152 to 120.0 0.0 0.0 0.0 99 1162.75 0.0370 0.0 10.000 0.370 VeI= 11.75 99 60.69 6.357 0.0 10.000 32.522 to 120.0 0.0 0.0 0.0 100 1223.44 0.0406 0.0 10.000 0.406 Vel = 12.37 100 65.80 6.357 0.0 10.000 32.928 to 120.0 0.0 0.0 0.0 101 1289.24 0.0448 0.0 10.000 0.448 Vel = 13.03 101 71.56 6.357 1E 17.603 2.000 33.376 to 120.0 0.0 17.603 0.0 FM2 1360.8 0.0494 0.0 19.603 0.969 VeI= 13.76 FM2 0.0 6.357 2E 35.205 14.920 34.345 to 120.0 0.0 35.205 0.0 TR2 1360.8 0.0495 0.0 50.125 2.480 Vel = 13.76 TR2 0.0 6.357 15 40.235 27.080 36.825 to 120.0 1 12.573 90.528 12.811 BR2 1360.8 0.0495 1 37.72 117.608 5.818 VeI= 13.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptall Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR2 0.0 8.249 1 41.108 0.750 55.454 to 120.0 0.0 41.108 0.0 MFD 1360.8 0.0139 0.0 41.858 0.582 Vel = 8.17 MED 0.0 8.249 1E 21.141 3.670 56.036 to 120.0 0.0 21.141 2.599 FLG 1360.8 0.0139 0.0 24.811 0.345 Vel = 8.17 FLG 0.0 8.27 IE 28.468 10.000 58.980 to 140.0 0.0 28.468 0.0 Dl 1360.8 0.0103 0.0 38.468 0.397 Vel = 8.13 DI 0.0 7.68 2E 45.11 118.000 59.377 to 150.0 IT 43.857 93.979 0.0 UG1 1360.8 0.0130 1G 5.012 211.979 2.764 Vel = 9.42 UG1 -634.23 7.68 5F 56.388 798.000 62.141 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 726.57 0.0041 2E 45.11 948.367 3.873 Vel = 5.03 1G 5.012 UG2 0.0 7.68 IE 22.555 69.000 66.014 to 150.0 0.0 22.555 0.0 BFI 726.57 0.0041 0.0 91.555 0.374 Vel = 5.03 BFI 0.0 8.27 IT 55.354 20.000 66.388 to 140.0 2E 56.936 112.290 0.0 BF2 726.57 0.0032 0.0 132.290 0.428 Vel = 4.34 BF2 0.0 11.2 1G 6.645 55.000 66.816 to 150.0 IT 66.446 73.090 2.166 CM1 726.57 0.0006 0.0 128.090 0.082 Vel = 2.37 CMI 0.0 15.94 1G 14.305 255.000 69.064 to 140.0 0.0 14.305 0.0 SRC 726.57 0.0001 0.0 269.305 0.036 Vel = 1.17 0.0 726.57 69.100 K Factor= 87.41 UG1 884.23 7.68 SF 56.388 575.000 62.141 to 150.0 IT 43.857 100.245 0.0 BF3 884.23 0.0059 0.0 675.245 3.965 Vel = 6.12 BF3 0.0 8.27 IT 55.354 20.000 66.106 to 140.0 2E 56.936 112.290 0.0 BF4 884.23 0.0047 0.0 132.290 0.616 Vel = 5.28 BF4 0.0 11.2 IF 14.397 62.000 66.722 to 150.0 IG 6.645 87.487 2.166 CM2 884.23 0.0009 IT 66.446 149.487 0.139 Vel = 2.88 CM2 0.0 15.94 3G 42.916 340.000 69.027 to 140.0 0.0 42.916 0.0 SRC 884.23 0.0002 0.0 382.916 0.073 Vel = 1.42 0.0 884.23 69.100 K Factor = 106.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : HME Whiptail Loop Building Location Whiptail Loop Carlsbad CA System : Area #4 Remote Contract Data File : HME System 3 Area 4 Remote Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 3-19-17 Design Remote area number: Area #4 Remote Remote area location: System #3 Occupancy classification: ESFR Density: 20 psi - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler. 100 sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2 K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1619.599 -GPM Type of system: Wet Grid Volume of dry or preaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department © 78.646-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority ha ving jurisdiction: Carlsbad Fire department Notes: (Include peaking information or gridded systems here.) A 10% Reduction HAs Been Taken Prior To Data Entry. Area Has Been Peaked. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLi OUI4IIY UIV LsJ VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 18.008 C2 - Residual Pressure: 50.4 D2 - System Flow : 1369.6 C2 - Residual Flow : 8000 D2 - System Pressure : 78.646 Hose ( Demand) : 250 D3 - System Demand : 1619.6 Safety Margin : 4.173 150 140 130 p120 R11° E10° Iz— S 80 U 70 fr- R 60 - C2 E 50 40 30 20 10 E......,.... 10002000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuw LIdIdIII VANGUARD FIRE PROTECTION Page 3 HME Whiptail Loop Date 11-19-16 216.3 9.9 236.4 Fl .-, F2 - F3 ~- F4 - 140 f 102.8 122.6 t 216.3 I 236.4 I 216.8 9.5 233 F5 - F6 +- F7 - F8 - 141 t 103.3 122.3 1' 433.1 I 472.7 I 235 3.1 228 F9 -. Ff0-, Ff14- F124- 142 f 118.5 112.4 668.1 I 61.2 113 <-- 143 t r 60q.9 762.7 I 58.1' 114~- 144 T t 54q.8 820.8 I 51.1' 115~- 145 -1 t I 49.1 872.5 I 46.1' 116<-. 146 t f I 45q.4 919.2 I 431' 1174- 147 f 1 I 40q.7 962.9 I 41. 118~- 148 1' t I 361.8 1004.8 I 41. 119+- 149 t 1 I 324 1046.6 I 5.41 120~- 150 T t I 31.6 1052 I 10. 121 +- 151 T C I 301 1062.6 I 15. 122~- 152 1 C I 291.4 1078.2 I 20. 123 4- 153 C C I 271 1098.6 I 25. 124+- 154 C C I 24q.7 1123.9 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now Uld9ldlll VANGUARD FIRE PROTECTION HME Whiptail Loop I 30.? 125+- 155 1' t I 21.2 1154.4 I 36.1 126~.. 156 1' 1' I 179.1 1190.5 I 29.' 127~.. 157 1' 1' I 149.3 1220.3 I 41. 128+- 158 1' 1' I 10.6 1262 I 49? 129+.. 159 1' t I 57.f 1311.8 I 57.? 130*- 160 1' I 1369.6 0I 131--), 161 Page 4 Date 11-19-16 216.3 668.1 548.8 450.4 364.8 317.6 291.4 245.7 179.1 107.6 110+- ill +-- 112~-. 113<-- 114 +- 115+- 116 <- 117 +- 118*-- 119 <-- 120+- 121+- 122*-. 123 +- 124~-. 125+- 126+- 127*- 128*-- 129*-- 130 433.1 1' 60519 1' 49711 1' 40817 1' 3231' 1' 3071' 1' 2711' 1' 21512 1' 14913 1' 57. 61. 58. 51.1 46.1 43.T 41.? 41.? 5.41 10. 15. 204 25.0 30.? 36.1 29.1 41.1 49.0 57.8 236.4 701.5 I 82q.8 I 919.2 I 10q4.8 1 102 I 108.2 I 113.9 I 1190.5 I 122 I 1369.6 1369.6 1369.6 1369.6 730.5 730.5 140 +-- 141.- 142 -c-- 143~- 144~.. 145+.. 146*- 147~-. 148*-. 149 +- 150+- 151+- 152+.. 153~.. 154 +- 155*-- 156+.. 157~-. 158+- 159*.. 160+.. 161+- FM3*- TR3+- BR3+- MFD- FLG+- DI ~-. UGI*-- UGZ- BFI+- BF2 472.7 762.7 872.5 962.9 1046.6 1062.6 1098.6 1154.4 1220.3 1311.8 1369.6 1369.6 1369.6 1369.6 730.5 730.5 BF2*-- CMI+- SRC 730.5 889.1 889.1 UGI+- BF3<- BF4<- CM2+-. SRC 889.1 889.1 ComDuter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r ILLII Iyb ubeu oulilliudvy VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop Date 11-19-16 Fitting Legend Abbrev. Name % % 1 11/4 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 I39O' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' 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. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 110 31.58 31.8 na Fl 32.58 25.2 20.27 na 113.45 1.0 1 20.0 F2 32.58 25.2 20.0 na 112.7 1.0 1 20.0 F3 32.58 25.2 20.0 na 112.71 1.0 1 20.0 F4 32.58 25.2 20.41 na 113.85 1.0 1 20.0 111 31.58 31.89 na F5 32.58 25.2 20.31 na 113.56 1.0 1 20.0 F6 32.58 25.2 20.04 na 112.8 1.0 1 20.0 F7 32.58 25.2 20.04 na 112.81 1.0 1 20.0 F8 32.58 25.2 20.45 na 113.94 1.0 1 20.0 112 31.58 32.21 na F9 32.58 25.2 21.34 na 116.43 1.0 1 20.0 F10 32.58 25.2 21.0 na 115.47 1.0 1 20.0 Fli 32.58 25.2 21.0 na 115.47 1.0 1 20.0 F12 32.58 25.2 21.34 na 116.42 1.0 1 20.0 113 31.58 33.09 na 114 31.58 33.68 na 115 31.58 34.29 na 116 31.58 34.8 na 117 31.58 35.18 na 118 31.58 35.53 na 119 31.58 35.82 na 120 31.58 37.2 na 121 31.58 37.39 na 122 31.58 37.6 na 123 31.58 37.79 na 124 31.58 37.96 na 125 31.58 38.1 na 126 31.58 38.2 na 127 31.58 38.86 na 128 31.58 38.92 na 129 31.58 38.95 na 130 31.58 38.95 na 131 31.58 41.34 na 140 31.58 35.41 na 141 31.58 35.43 na 142 31.58 35.49 na 143 31.58 35.63 na 144 31.58 35.8 na 145 31.58 36.0 na 146 31.58 36.22 na 147 31.58 36.43 na 148 31.58 36.69 na 149 31.58 36.97 na 150 31.58 37.23 na 151 31.58 37.49 na 152 31.58 37.81 na 153 31.58 38.13 na 154 31.58 38.46 na 155 31.58 38.81 na 156 31.58 39.17 na 157 31.58 39.54 na 158 31.58 39.95 na 159 31.58 40.38 na 160 31.58 40.84 na 161 31.58 41.34 na FM3 31.58 42.42 na TR3 31.58 45.5 na BR3 2.0 6432 na MFD 2.0 64.91 na FLG 0.0 66.71 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Dl -4.0 68.84 na UGI -4.0 71.64 na UG2 -4.0 75.55 na BFI -4.0 75.93 na BF2 -40 76.36 na CMI -9.0 78.61 na SRC -9.0 78.65 na BF3 -4.0 75.64 na BF4 -4.0 76.27 na CM2 -9.0 78.57 na The maximum velocity is 14.69 and it occurs in the pipe between nodes 112 and 113 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 250.0 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C.1 or Ftng's Pe Pv ***** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 110 -216.30 2.703 2T 37.301 48.750 31.802 to 120.0 2E 18.651 55.952 -0.433 Fl -216.3 -0.1080 0.0 104.702 -11.101 Vel= 12.09 Fl 113.45 2.703 0.0 10.000 20.268 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F2 -102.85 -0.0268 0.0 10.000 -0.268 Vel = 5.75 F2 112.70 2.703 0.0 10.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F3 9.85 0.0004 0.0 10.000 0.004 Vel = 0.55 F3 112.71 2.703 0.0 11.000 20.004 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F4 122.56 0.0370 0.0 11.000 0.407 Vel = 6.85 F4 113.85 2.703 2T 37.301 79.250 20.411 K Factor = 25.20 to 120.0 0.0 37.301 0.433 140 236.41 0.1250 0.0 116.551 14.567 VeI= 13.22 0.0 236.41 35.411 K Factor= 39.73 111 -216.82 2.703 2T 37.301 48.750 31.890 to 120.0 2E 18.651 55.952 -0.433 F5 -216.82 -0.1065 0.0 104.702 -11.151 VeI= 12.12 F5 113.55 2.703 0.0 10.000 20.306 K Factor= 25.20 to 120.0 0.0 0.0 0.0 F6 -103.27 -0.0270 0.0 10.000 -0.270 Vel = 5.77 F6 112.80 2.703 0.0 10.000 20.036 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F7 9.53 0.0003 0.0 10.000 0.003 Vel = 0.53 F7 112.81 2.703 0.0 11.000 20.039 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F8 122.34 0.0369 0.0 11.000 0.406 Vel = 6.84 F8 113.94 2.703 2T 37.301 79.250 20.445 K Factor = 25.20 to 120.0 0.0 37.301 0.433 141 236.28 0.1249 0.0 116.551 14.552 VeI= 13.21 0.0 236.28 35.430 K Factor= 39.70 112 -234.97 2.703 2T 37.301 47.080 32.206 to 120.0 0.0 37.301 -0.433 F9 -234.97 -0.1236 0.0 84.381 -10.428 Vel = 13.14 F9 116.43 2.703 0.0 10.000 21.345 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F10 -118.54 -0.0349 0.0 10.000 -0.349 Vel= 6.63 F10 115.47 2.703 0.0 10.000 20.996 K Factor = 25.20 to 120.0 0.0 0.0 0.0 Fli -3.07 0.0 0.0 10.000 0.0 Vel = 0.17 Fil 115.47 2.703 0.0 11.000 20.996 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F12 112.4 0.0315 0.0 11.000 0.347 VeI= 6.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F12 116.42 2.703 21 37.301 79.250 21.343 K Factor = 25.20 to 120.0 0.0 37.301 0.433 142 228.82 0.1177 0.0 116.551 13.714 Vel= 12.79 0.0 228.82 35.490 K Factor= 38.41 113 61.16 2.703 41 74.603 155.500 33.086 to 120.0 2E 18.651 93.254 0.0 143 61.16 0.0102 0.0 248.754 2.549 Vel= 3.42 0.0 61.16 35.635 K Factor = 10.25 114 58.15 2.703 4T 74.603 153.500 33.676 to 120.0 0.0 74.603 0.0 144 58.15 0.0093 0.0 228.103 2.128 Vel = 3.25 0.0 58.15 35.804 K Factor = 9.72 115 51.68 2.703 4T 74.603 153.500 34.288 to 120.0 0.0 74.603 0.0 145 51.68 0.0075 0.0 228.103 1.711 Vel = 2.89 0.0 51.68 35.999 K Factor = 8.61 116 46.70 2.703 41 74.603 153.500 34.797 to 120.0 0.0 74.603 0.0 146 46.7 0.0062 0.0 228.103 1.419 VeI= 2.61 0.0 46.70 36.216 K Factor = 7.76 117 43.65 2.703 41 74.603 153.500 35.179 to 120.0 0.0 74.603 0.0 147 43.65 0.0055 0.0 228.103 1.252 VeI= 2.44 0.0 43.65 36.431 K Factor = 7.23 118 41.91 2.703 4T 74.603 153.500 35.531 to 120.0 0.0 74.603 0.0 148 41.91 0.0051 0.0 228.103 1.161 Vel =_ 2.34 0.0 41.91 36.692 KFactor= 6.92 119 41.81 2.703 4T 74.603 153.500 35.818 to 120.0 0.0 74.603 0.0 149 41.81 0.0051 0.0 228.103 1.156 Vel = 2.34 0.0 41.81 36.974 KFactor= 6.88 120 5.44 2.703 41 74.603 177.500 37.204 to 120.0 0.0 74.603 0.0 150 5.44 0.0001 0.0 252.103 0.029 Vel = 0.30 0.0 5.44 37.233 K Factor= 0.89 121 10.63 2.703 4T 74.603 177.500 37.393 to 120.0 0.0 74.603 0.0 151 10.63 0.0004 0.0 252.103 0.101 Vel = 0.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes m Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 10.63 37.494 K Factor = 1.74 122 15.58 2.703 4T 74.603 177.500 37.602 to 120.0 0.0 74.603 0.0 152 15.58 0.0008 0.0 252.103 0.206 Vel = 0.87 0.0 15.58 37.808 K Factor = 2.53 123 20.36 2.703 4T 74.603 177.500 37.792 to 120.0 0.0 74.603 0.0 153 20.36 0.0013 0.0 252.103 0.337 VeI= 1.14 0.0 20.36 38.129 K Factor = 3.30 124 25.30 2.703 4T 74.603 177.500 37.957 to 120.0 0.0 74.603 0.0 154 25.3 0.0020 0.0 252.103 0.505 Vel = 1.41 0.0 25.30 38.462 K Factor = 4.08 125 30.51 2.703 4T 74.603 177.500 38.096 to 120.0 0.0 74.603 0.0 155 30.51 0.0028 0.0 252.103 0.713 VeI= 1.71 0.0 30.51 38.809 K Factor = 4.90 126 36.13 2.703 4T 74.603 177.500 38.199 to 120.0 0.0 74.603 0.0 156 36.13 0.0039 0.0 252.103 0.975 VeI= 2.02 0.0 36.13 39.174 K Factor = 5.77 127 29.75 2.703 4T 74.603 177.500 38.860 to 120.0 0.0 74.603 0.0 157 29.75 0.0027 0.0 252.103 0.681 Vel = 1.66 0.0 29.75 39.541 K Factor = 4.73 128 41.71 2.703 4T 74.603 129.500 38.915 to 120.0 0.0 74.603 0.0 158 41.71 0.0051 0.0 204.103 1.031 Vel = 2.33 0.0 41.71 39.946 K Factor = 6.60 129 49.81 2.703 4T 74.603 129.500 38.945 to 120.0 0.0 74.603 0.0 159 49.81 0.0070 0.0 204.103 1.431 Vel = 2.78 0.0 49.81 40.376 K Factor = 7.84 130 57.79 2.703 4T 74.603 129.500 38.955 to 120.0 0.0 74.603 0.0 160 57.79 0.0092 0.0 204.103 1.883 Vel = 3.23 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 57.79 40.838 K Factor = 9.04 131 0.0 2.703 4T 74.603 129.500 41.339 to 120.0 0.0 74.603 0.0 161 0.0 0.0 0.0 204.103 0.0 Vel =0 0.0 0.0 41.339 K Factor =0 110 216.30 4.31 0.0 8.000 31.802 to 120.0 0.0 0.0 0.0 111 216.3 0.0110 0.0 8.000 0.088 Vel = 4.76 111 216.82 4.31 0.0 8.000 31.890 to 120.0 0.0 0.0 0.0 112 433.12 0.0395 0.0 8.000 0.316 Vel = 9.52 112 234.97 4.31 0.0 10.000 32.206 to 120.0 0.0 0.0 0.0 113 668.09 0.0880 0.0 10.000 0.880 Vel = 14.69 113 -61.16 4.31 0.0 8.000 33.086 to 120.0 0.0 0.0 0.0 114 606.93 0.0738 0.0 8.000 0.590 Vel = 13.35 114 -58.15 4.31 0.0 10.000 33.676 to 120.0 0.0 0.0 0.0 115 548.78 0.0612 0.0 10.000 0.612 Vel = 12.07 115 -51.68 4.31 0.0 10.000 34.288 to 120.0 0.0 0.0 0.0 116 497.1 0.0509 0.0 10.000 0.509 VeI= 10.93 116 -46.70 4.31 0.0 9.000 34.797 to 120.0 0.0 0.0 0.0 117 450.4 0.0424 0.0 9.000 0.382 Vel = 9.90 117 -43.65 4.31 0.0 10.000 35.179 to 120.0 0.0 0.0 0.0 118 406.75 0.0352 0.0 10.000 0.352 Vel = 8.94 118 -41.92 4.31 0.0 10.000 35.531 to 120.0 0.0 0.0 0.0 119 364.83 0.0287 0.0 10.000 0.287 Vel = 8.02 119 -41.81 4.31 2E 27.874 32.500 35.818 to 120.0 0.0 27.874 0.0 120 323.02 0.0230 0.0 60.374 1.386 Vel = 7.10 120 -5.43 4.31 0.0 8.500 37.204 to 120.0 0.0 0.0 0.0 121 317.59 0.0222 0.0 8.500 0.189 VeI= 6.98 121 -10.64 4.31 0.0 10.000 37.393 to 120.0 0.0 0.0 0.0 122 306.95 0.0209 0.0 10.000 0.209 Vel = 6.75 122 -15.57 4.31 0.0 10.000 37.602 to 120.0 0.0 0.0 0.0 123 291.38 0.0190 0.0 10.000 0.190 VeI= 6.41 123 -20.36 4.31 0.0 10.000 37.792 to 120.0 0.0 0.0 0.0 124 271.02 0.0165 0.0 10.000 0.165 VeI= 5.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C.,or Ftng's Pe Pv ***** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 124 -25.31 4.31 0.0 10.000 37.957 to 120.0 0.0 0.0 0.0 125 245.71 0.0139 0.0 10.000 0.139 Vet = 5.40 125 -30.51 4.31 0.0 9.500 38.096 to 120.0 0.0 0.0 0.0 126 215.2 0.0108 0.0 9.500 0.103 Vel= 4.73 126 -36.13 4.31 2E 27.874 58.000 38.199 to 120.0 0.0 27.874 0.0 127 179.07 0.0077 0.0 85.874 0.661 Vet = 3.94 127 -29.75 4.31 0.0 10.000 38.860 to 120.0 0.0 0.0 0.0 128 149.32 0.0055 0.0 10.000 0.055 Vet = 3.28 128 -41.72 4.31 0.0 10.000 38.915 to 120.0 0.0 0.0 0.0 129 107.6 0.0030 0.0 10.000 0.030 Vet = 2.37 129 -49.81 4.31 0.0 10.000 38.945 to 120.0 0.0 0.0 0.0 130 57.79 0.0010 0.0 10.000 0.010 Vet = 1.27 0.0 57.79 38.955 K Factor = 9.26 140 236.41 6.357 0.0 10.000 35.411 to 120.0 0.0 0.0 0.0 141 236.41 0.0019 0.0 10.000 0.019 Vel = 2.39 141 236.28 6.357 0.0 8.500 35.430 to 120.0 0.0 0.0 0.0 142 472.69 0.0071 0.0 8.500 0.060 VeI= 4.78 142 228.82 6.357 0.0 10.000 35.490 to 120.0 0.0 0.0 0.0 143 701.51 0.0145 0.0 10.000 0.145 Vel = 7.09 143 61.16 6.357 0.0 10.000 35.635 to 120.0 0.0 0.0 0.0 144 762.67 0.0169 0.0 10.000 0.169 VeI= 7.71 14.4 58.15 6.357 0.0 10.000 35.804 to 120.0 0.0 0.0 0.0 145 820.82 0.0195 0.0 10.000 0.195 Vet= 8.30 145 51.68 6.357 0.0 10.000 35.999 to 120.0 0.0 0.0 0.0 146 872.5 0.0217 0.0 10.000 0.217 VeI= 8.82 146 46.70 6.357 0.0 9.000 36.216 to 120.0 0.0 0.0 0.0 147 919.2 0.0239 0.0 9.000 0.215 Vel = 9.29 147 43.65 6.357 0.0 10.000 36.431 to 120.0 0.0 0.0 0.0 148 962.85 0.0261 0.0 10.000 0.261 VeI= 9.73 148 41.92 6.357 0.0 10.000 36.692 to 120.0 0.0 0.0 0.0 149 1004.77 0.0282 0.0 10.000 0.282 VeI= 10.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 149 41.81 6.357 0.0 8.500 36.974 to 120.0 0.0 0.0 0.0 150 1046.58 0.0305 0.0 8.500 0.259 Vet = 10.58 150 5.43 6.357 0.0 8.500 37.233 to 120.0 0.0 0.0 0.0 151 1052.01 0.0307 0.0 8.500 0.261 Vet = 10.63 151 10.64 6.357 0.0 10.000 37.494 to 120.0 0.0 0.0 0.0 152 1062.65 0.0314 0.0 10.000 0.314 Vet = 10.74 152 15.57 6.357 0.0 10.000 37.808 to 120.0 0.0 0.0 0.0 153 1078.22 0.0321 0.0 10.000 0.321 VeI= 10.90 153 20.36 6.357 0.0 10.000 38.129 to 120.0 0.0 0.0 0.0 154 1098.58 0.0333 0.0 10.000 0.333 VeI= 11.10 154 25.31 6.357 0.0 10.000 38.462 to 120.0 0.0 0.0 0.0 155 1123.89 0.0347 0.0 10.000 0.347 Vel = 11.36 155 30.51 6.357 0.0 10.000 38.809 to 120.0 0.0 0.0 0.0 156 1154.4 0.0365 0.0 10.000 0.365 Vel= 11.67 156 36.13 6.357 0.0 9.500 39.174 to 120.0 0.0 0.0 0.0 157 1190.53 0.0386 0.0 9.500 0.367 Vel= 12.03 157 29.75 6.357 0.0 10.000 39.541 to 120.0 0.0 0.0 0.0 158 1220.28 0.0405 0.0 10.000 0.405 VeI= 12.34 158 41.71 6.357 0.0 10.000 39.946 to 120.0 0.0 0.0 0.0 159 1261.99 0.0430 0.0 10.000 0.430 VeI= 12.76 159 49.82 6.357 0.0 10.000 40.376 to 120.0 0.0 0.0 0.0 160 1311.81 0.0462 0.0 10.000 0.462 VeI= 13.26 160 57.79 6.357 0.0 10.000 40.838 to 120.0 0.0 0.0 0.0 161 1369.6 0.0501 0.0 10.000 0.501 Vet = 13.84 161 0.0 6.357 IE 17.603 4.000 41.339 to 120.0 0.0 17.603 0.0 FM3 1369.6 0.0500 0.0 21.603 1.081 Vet = 13.84 FM3 0.0 6.357 1E 17.603 43.920 42.420 to 120.0 0.0 17.603 0.0 TR3 1369.6 0.0501 0.0 61.523 3.080 Vet = 13.84 TR3 0.0 6.357 1S 40.235 29.580 45.500 to 120.0 lB 12.573 90.528 12.811 BR3 1369.6 0.0501 iT 37.72 120.108 6.013 Vet = 13.84 BR3 0.0 8.249 IT 41.108 0.750 64.324 to 120.0 0.0 41.108 0.0 MED 1369.6 0.0141 0.0 41.858 0.589 Vet = 8.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MFD 0.0 8.249 IT 41.108 3.670 64.913 to 120.0 1E 21.141 62.249 0.866 FLG 1369.6 0.0141 0.0 65.919 0.929 Vel = 8.22 FLG 0.0 8.27 1 28.468 10.000 66.708 to 140.0 0.0 28.468 1.732 DI 1369.6 0.0105 0.0 38.468 0.402 Vel = 8.18 DI 0.0 7.68 2E 45.11 118.000 68.842 to 150.0 IT 43.857 93.979 0.0 UG1 1369.6 0.0132 IG 5.012 211.979 2.797 Vel = 9.49 UGI -639.06 7.68 5F 56.388 798.000 71.639 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 730.54 0.0041 2E 45.11 948.367 3.911 Vel = 5.06 1G 5.012 UG2 0.0 7.68 1 22.555 69.000 75.550 to 150.0 0.0 22.555 0.0 BF1 730.54 0.0041 0.0 91.555 0.378 Vel = 5.06 BFI 0.0 8.27 IT 55.354 20.000 75.928 to 140.0 2E 56.936 112.290 0.0 BF2 730.54 0.0033 0.0 132.290 0.432 Vel = 4.36 BF2 0.0 11.2 1G 6.645 55.000 76.360 to 150.0 IT 66.446 73.090 2.166 CMI 730.54 0.0007 0.0 128.090 0.084 Vel = 2.38 CM1 0.0 15.94 1G 14.305 255.000 78.610 to 140.0 0.0 14.305 0.0 SRC 730.54 0.0001 0.0 269.305 0.036 Vel = 1.17 0.0 730.54 78.646 KFactor= 82.38 UGI 889.06 7.68 5F 56.388 575.000 71.639 to 150.0 IT 43.857 100.245 0.0 BF3 889.06 0.0059 0.0 675.245 4.005 Vel = 6.16 BF3 0.0 8.27 IT 55.354 20.000 75.644 to 140.0 2E 56.936 112.290 0.0 BF4 889.06 0.0047 0.0 132.290 0.622 Vel = 5.31 BF4 0.0 11.2 IF 14.397 62.000 76.266 to 150.0 IG 6.645 87.487 2.166 CM2 889.06 0.0009 IT 66.446 149.487 0.140 Vel = 2.90 CM2 0.0 15.94 3G 42.916 340.000 78.572 to 140.0 0.0 42.916 0.0 SRC 889.06 0.0002 0.0 382.916 0.074 Vel = 1.43 0.0 889.06 78.646 K Factor = 100.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : HME Whiptail Loop Building Location : Whiptail Loop Carlsbad CA System : Area #4 Peak #1 Contract Data File : HME System 3 Area 4 Peak 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 11-19-16 Design Remote area number: Area #4 Peak #1 Remote area location: System #3 Occupancy classification: ESFR Density: 20 psi - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2 K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1618.266- GPM @ 77.818- Psi Type of system: Wet Grid Volume of dry orpreaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department Notes: (Include peaking information or gridded systems here.) A 10% Reduction HAs Been Taken Prior To Data Entry. This calc represents flowing the remote area one sprinkler back toward secondary main. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLI ouppiy ..#UIV VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl -Static Pressure : 84.6 DI - Elevation : 18.008 C2 - Residual Pressure: 50.4 D2 - System Flow : 1368.27 C2 - Residual Flow : 8000 D2 - System Pressure : 77.818 Hose ( Demand) : 250 D3 - System Demand : 1618.27 Safety Margin : 5.004 150 140 130 p120 R 110 E10° s 90 ' s80 r U70 - R 60 C2 E 50 40 30 20 10 10002000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuw UididIIi VANGUARD FIRE PROTECTION HME Whiptail Loop 234.5 5.7 220.5 110-p Fl .- F2 .- F3 +-- F4 +-- 140 t 118.4 107 I 234.5 220.5 I 235.8 6.6 22 1l1- F5 -. F6 -, FT F8 +-. 141 t 119.5 106.3 t I 470.2 440.5 I 238.6 8.6 21 112_p F9 -, FIO-* Ff14-. F12+- 142 f 122 104.8 I 708.7 I 66.9 1134- 143 t C I 641.8 726.5 I 63. 114- 144 C C I 57q.2 790.1 56. 1154- 145 1 t I 521.7 846.6 I 511 116+-. 146 C C I 47q.7 897.5 I 47. 117+-. 147 C C I 42.3 944.9 I 45.1 118~-- 148 1 C I 374.2 990.1 I 44. 119+- 149 t C I 331.6 1034.6 I 9.5 1204- 150 C C I 321.1 1044.1 12. 121+- 151 C C I 311.3 1057 16.9 122 <- 152 C 1' I 294.4 1073.8 I 21. 123~- 153 C C I 27.2 1095.1 I 25. 124+- 154 C C I 24.3 1121 Page 3 Date 11-19-16 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now UIdIdIiI VANGUARD FIRE PROTECTION Page 4 HME Whiptail Loop Date 11-19-16 I 311 1254- 155 f t I 21q.3 1152 36. 1264- 156 1- t I 17q.8 1188.4 1 301 1274- 157 1 I 149.8 1218.5 I 41. 128+-. 158 t t I 1071.9 1260.4 I 501 129+- 159 t t I 57.V 1310.4 I 57.9 130+-. 160 T I 1368.3 0I 131-+ 161 234.5 708.7 578.2 470.7 378.2 324.1 294.4 247.3 179.8 107.9 110+-. 111+- 112+- 113+- 114+- 115+- 116+- 117+-. 118+- 119+- 120+- 121+-- 122+- 123+- 124+- 125+-. 126+-. 127+- 128+-- 129+-- 130 470.2 1 6418 t 52117 t 42313 1 33316 t 31113 t 27312 t 21813 t 14916 t 57. I 66.p 63.f 56.f 511 47.( 45.1 44.f 9.51 12.f 16.? 21.? 25.9 311 36.p 30 I 41.? 50 1 57.9 220.5 659.5 I 79q.1 I 8971.5 I 99q.1 I 1044.1 I 10713.8 I 111 I 118.4 1 12q0.4 I 1368.3 1368.3 1368.3 1368.3 729.9 729.9 140+- 141+-- 142+- 1434-. 144 -. 145+- 146+- 147+-. 148 -. 149+- 150+-. 151+-. 152+- 153 4- 154+- 155+-. 156+-. 157+-. 158+-. 159+-. 160+- 1614-- FM3*- TR3+-. BR3*- MFfl- FLG+- DI - UGI~-- UG2<- BFI+- BF2 440.5 726.5 846.6 944.9 1034.6 1057 1095.1 1152 1218.5 1310.4 1368.3 1368.3 1368.3 1368.3 729.9 729.9 BF2+- CML. SRC 729.9 888.3 888.3 UGI*-. BF3+- BF4*- CMZ- SRC 888.3 888.3 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Fitting Legend Abbrev. Nary % % 1 B NFPA 13Butterfly Valve 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 F NFPA 13 45 Elbow 1 1 1 G NFPA 13 Gate Valve 0 0 0 S NFPA 13 Swing Check 0 0 5 I NFPA 13 90' Flow thru Tee 3 4 5 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 7 9 11 14 16 19 22 27 32 45 55 65 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 ruuiiys uu ouiiiiiiiy VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop Date 11-19-16 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. Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 110 31.58 30.47 na Fl 32.58 25.2 21.22 na F2 32.58 25.2 20.0 na F3 32.58 25.2 20.0 na F4 32.58 25.2 20.29 na 111 31.58 30.57 na F5 32.58 25.2 21.25 na F6 32.58 25.2 20.08 na F7 32.58 25.2 20.07 na F8 32.58 25.2 20.36 na 112 31.58 30.94 na F9 32.58 25.2 21.41 na FIO 32.58 25.2 20.25 na FI1 32.58 25.2 20.25 na F12 32.58 25.2 20.53 na 113 31.58 31.92 na 114 31.58 32.57 na 115 31.58 33.25 na 116 31.58 33.8 na 117 31.58 34.22 na 118 31.58 34.6 na 119 31.58 34.91 na 120 31.58 36.38 na 121 31.58 36.57 na 122 31.58 36.79 na 123 31.58 36.98 na 124 31.58 37.15 na 125 31.58 37.29 na 126 31.58 37.39 na 127 31.58 38.06 na 128 31.58 38.11 na 129 31.58 38.14 na 130 31.58 38.15 na 131 31.58 40.54 na 140 31.58 34.73 na 141 31.58 34.75 na 142 31.58 34.8 na 143 31.58 34.93 na 144 31.58 35.09 na 145 31.58 35.27 na 146 31.58 35.47 na 147 31.58 35.68 na 148 31.58 35.93 na 149 31.58 36.21 na 150 31.58 36.46 na 151 31.58 36.72 na 152 31.58 37.03 na 153 31.58 37.35 na 154 31.58 37.68 na 155 31.58 38.02 na 156 31.58 38.39 na 157 31.58 38.75 na 158 31.58 39.15 na 159 31.58 39.58 na 160 31.58 40.04 na 161 31.58 40.54 na FM3 31.58 41.62 na TR3 31.58 44.7 na BR3 2.0 63.51 na MFD 2.0 64.1 na FLG 0.0 65.89 na 116.1 1.0 1 20.0 112.7 1.0 1 20.0 112.7 1.0 1 20.0 113.51 1.0 1 20.0 116.16 1.0 1 20.0 112.91 1.0 1 20.0 112.9 1.0 1 20.0 113.7 1.0 1 20.0 116.6 1.0 1 20.0 113.41 1.0 1 20.0 113.4 1.0 1 20.0 114.18 1.0 1 20.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl -4.0 68.03 na UG1 -4.0 70.82 na 250.0 UG2 -4.0 74.72 na BF1 -4.0 75.1 na BF2 -4.0 75.53 na CMI -9.0 77.78 na SRC -9.0 77.82 na BF3 -4.0 74.82 na BF4 -4.0 75.44 na CM2 -9.0 77.74 na The maximum velocity is 15.59 and it occurs in the pipe between nodes 112 and 113 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 110 -234.53 2.703 2T 37.301 34.250 30.468 to 120.0 0.0 37.301 -0.433 Fl -234.53 -0.1231 0.0 71.551 -8.811 Vel = 13.11 Fl 116.10 2.703 2E 18.651 16.500 21.224 K Factor = 25.20 to 120.0 0.0 18.651 0.0 F2 -118.43 -0.0348 0.0 35.151 -1.223 Vet = 6.62 F2 112.70 2.703 0.0 10.000 20.001 K Factor= 25.20 to 120.0 0.0 0.0 0.0 F3 -5.73 -0.0001 0.0 10.000 -0.001 Vel = 0.32 F3 112.70 2.703 0.0 10.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F4 106.97 0.0288 0.0 10.000 0.288 Vet = 5.98 F4 113.51 2.703 2T 37.301 90.250 20.288 K Factor = 25.20 to 120.0 0.0 37.301 0.433 140 220.48 0.1098 0.0 127.551 14.011 Vet= 12.33 0.0 220.48 34.732 K Factor= 37.41 111 -235.64 2.703 2T 37.301 34.250 30.570 to 120.0 0.0 37.301 -0.433 F5 -235.64 -0.1242 0.0 71.551 -8.888 Vet = 13.17 F5 116.17 2.703 2E 18.651 14.500 21.249 K Factor = 25.20 to 120.0 0.0 18.651 0.0 F6 -119.47 -0.0354 0.0 33.151 -1.173 Vet = 6.68 F6 112.91 2.703 2E 18.651 10.000 20.076 K Factor= 25.20 to 120.0 0.0 18.651 0.0 F7 -6.56 -0.0001 0.0 28.651 -0.004 Vet = 0.37 F7 112.90 2.703 0.0 10.000 20.072 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F8 106.34 0.0285 0.0 10.000 0.285 Vet = 5.95 F8 113.70 2.703 2T 37.301 90.250 20.357 K Factor = 25.20 to 120.0 0.0 37.301 0.433 141 220.04 0.1094 0.0 127.551 13.959 VeI= 12.30 0.0 220.04 34.749 K Factor= 37.33 112 -238.57 2.703 2T 37.301 34.250 30.938 to 120.0 0.0 37.301 -0.433 F9 -238.57 -0.1271 0.0 71.551 -9.095 Vel = 13.34 F9 116.60 2.703 2E 18.651 12.830 21.410 K Factor = 25.20 to 120.0 0.0 18.651 0.0 FlO -121.97 -0.0368 0.0 31.481 -1.157 Vet = 6.82 F10 113.41 2.703 0.0 10.000 20.253 K Factor = 25.20 to 120.0 0.0 0.0 0.0 Eli -8.56 -0.0002 0.0 10.000 -0.002 Vet = 0.48 Fil 113.40 2.703 0.0 10.000 20.251 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F12 104.84 0.0277 0.0 10.000 0.277 Vet= 5.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. VIC11 or Ftngs Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F12 114.18 2.703 2T 37.301 90.250 20.528 K Factor = 25.20 to 120.0 0.0 37.301 0.433 142 219.02 0.1085 0.0 127.551 13.840 Vel = 12.25 0.0 219.02 34.801 KFactor= 37.13 113 66.93 2.703 4T 74.603 155.500 31.920 to 120.0 2E 18.651 93.254 0.0 143 66.93 0.0121 0.0 248.754 3.011 Vel = 3.74 0.0 66.93 34.931 K Factor = 11.32 114 63.60 2.703 4T 74.603 153.500 32.574 to 120.0 0.0 74.603 0.0 144 63.6 0.0110 0.0 228.103 2.512 VeI= 3.56 0.0 63.60 35.086 K Factor = 10.74 115 56.51 2.703 4T 74.603 153.500 33.248 to 120.0 0.0 74.603 0.0 145 56.51 0.0089 0.0 228.103 2.019 Vel= 3.16 0.0 56.51 35.267 K Factor = 9.52 116 50.96 2.703 4T 74.603 153.500 33.805 to 120.0 0.0 74.603 0.0 146 50.96 0.0073 0.0 228.103 1.667 Vel= 2.85 0.0 50.96 35.472 K Factor = 8.56 117 47.41 2.703 4T 74.603 153.500 34.219 to 120.0 0.0 74.603 0.0 147 47.41 0.0064 0.0 228.103 1.459 Vel = 2.65 0.0 47.41 35.678 K Factor = 7.94 118 45.14 2.703 4T 74.603 153.500 34.598 to 120.0 0.0 74.603 0.0 148 45.14 0.0058 0.0 228.103 1.332 Vel = 2.52 0.0 45.14 35.930 K Factor = 7.53 119 44.54 2.703 41 74.603 153.500 34.905 to 120.0 0.0 74.603 0.0 149 44.54 0.0057 0.0 228.103 1.300 Vel = 2.49 0.0 44.54 36.205 K Factor = 7.40 120 9.49 2.703 41 74.603 177.500 36.376 to 120.0 0.0 74.603 0.0 150 9.49 0.0003 0.0 252.103 0.082 Vel = 0.53 0.0 9.49 36.458 K Factor = 1.57 121 12.82 2.703 41 74.603 177.500 36.572 to 120.0 0.0 74.603 0.0 151 12.82 0.0006 0.0 252.103 0.144 Vel = 0.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 12.82 36.716 K Factor = 2.12 122 16.90 2.703 4T 74.603 177.500 36.787 to 120.0 0.0 74.603 0.0 152 16.9 0.0009 0.0 252.103 0.239 Vel = 0.94 0.0 16.90 37.026 K Factor = 2.78 123 21.24 2.703 4T 74.603 177.500 36.980 to 120.0 0.0 74.603 0.0 153 21.24 0.0014 0.0 252.103 0.365 Vel= 1.19 0.0 21.24 37.345 K Factor = 3.48 124 25.92 2.703 4T 74.603 177.500 37.149 to 120.0 0.0 74.603 0.0 154 25.92 0.0021 0.0 252.103 0.527 Vel = 1.45 0.0 25.92 37.676 K Factor = 4.22 125 30.97 2.703 4T 74.603 177.500 37.288 to 120.0 0.0 74.603 0.0 155 30.97 0.0029 0.0 252.103 0.734 Vel = 1.73 0.0 30.97 38.022 K Factor= 5.02 126 36.48 2.703 4T 74.603 177.500 37.392 to 120.0 0.0 74.603 0.0 156 36.48 0.0039 0.0 252.103 0.993 Vel = 2.04 0.0 36.48 38.385 K Factor = 5.89 127 30.01 2.703 4T 74.603 177.500 38.059 to 120.0 0.0 74.603 0.0 157 30.01 0.0027 0.0 252.103 0.692 VeI= 1.68 0.0 30.01 38.751 K Factor = 4.82 128 41.92 2.703 4T 74.603 129.500 38.115 to 120.0 0.0 74.603 0.0 158 41.92 0.0051 0.0 204.103 1.039 Vel = 2.34 0.0 41.92 39.154 K Factor = 6.70 129 49.97 2.703 4T 74.603 129.500 38.145 to 120.0 0.0 74.603 0.0 159 49.97 0.0071 0.0 204.103 1.439 Vel = 2.79 0.0 49.97 39.584 K Factor = 7.94 130 57.92 2.703 4T 74.603 129.500 38.154 to 120.0 0.0 74.603 0.0 160 57.92 0.0093 0.0 204.103 1.891 VeI= 3.24 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 57.92 40.045 K Factor= 9.15 131 0.0 2.703 4T 74.603 129.500 40.545 to 120.0 0.0 74.603 0.0 161 0.0 0.0 0.0 204.103 0.0 Vet = 0 0.0 0.0 40.545 K Factor = 0 110 234.53 4.31 0.0 8.000 30.468 to 120.0 0.0 0.0 0.0 111 234.53 0.0127 0.0 8.000 0.102 Vet = 5.16 111 235.63 4.31 0.0 8.000 30.570 to 120.0 0.0 0.0 0.0 112 470.16 0.0460 0.0 8.000 0.368 VeI= 10.34 112 238.57 4.31 0.0 10.000 30.938 to 120.0 0.0 0.0 0.0 113 708.73 0.0982 0.0 10.000 0.982 Vet= 15.59 113 -66.93 4.31 0.0 8.000 31.920 to 120.0 0.0 0.0 0.0 114 641.8 0.0818 0.0 8.000 0.654 Vel= 14.11 114 -63.59 4.31 0.0 10.000 32.574 to 120.0 0.0 0.0 0.0 115 578.21 0.0674 0.0 10.000 0.674 Vet = 12.72 115 -56.52 4.31 0.0 10.000 33.248 to 120.0 0.0 0.0 0.0 116 521.69 0.0557 0.0 10.000 0.557 Vet = 11.47 116 -50.96 4.31 0.0 9.000 33.805 to 120.0 0.0 0.0 0.0 117 470.73 0.0460 0.0 9.000 0.414 Vet= 10.35 117 -47.41 4.31 0.0 10.000 34.219 to 120.0 0.0 0.0 0.0 118 423.32 0.0379 0.0 10.000 0.379 Vet = 9.31 118 -45.15 4.31 0.0 10.000 34.598 to 120.0 0.0 0.0 0.0 119 378.17 0.0307 0.0 10.000 0.307 VeI = 8.32 119 -44.54 4.31 2E 27.874 32.500 34.905 to 120.0 0.0 27.874 0.0 120 333.63 0.0244 0.0 60.374 1.471 Vet = 7.34 120 -9.49 4.31 0.0 8.500 36.376 to 120.0 0.0 0.0 0.0 121 324.14 0.0231 0.0 8.500 0.196 Vel= 7.13 121 -12.83 4.31 0.0 10.000 36.572 to 120.0 0.0 0.0 0.0 122 311.31 0.0215 0.0 10.000 0.215 Vet = 6.85 122 -16.90 4.31 0.0 10.000 36.787 to 120.0 0.0 0.0 0.0 123 294.41 0.0193 0.0 10.000 0.193 Vet = 6.47 123 -21.23 4.31 0.0 10.000 36.980 to 120.0 0.0 0.0 0.0 124 273.18 0.0169 0.0 10.000 0.169 VeI= 6.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11CH or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 124 -25.92 4.31 0.0 10.000 37.149 to 120.0 0.0 0.0 0.0 125 247.26 0.0139 0.0 10.000 0.139 Vet = 5.44 125 -30.97 4.31 0.0 9.500 37.288 to 120.0 0.0 0.0 0.0 126 216.29 0.0109 0.0 9.500 0.104 VeI= 4.76 126 -36.48 4.31 2E 27.874 58.000 37.392 to 120.0 0.0 27.874 0.0 127 179.81 0.0078 0.0 85.874 0.667 Vel = 3.95 127 -30.00 4.31 0.0 10.000 38.059 to 120.0 0.0 0.0 0.0 128 149.81 0.0056 0.0 10.000 0.056 VeI= 3.29 128 -41.93 4.31 0.0 10.000 38.115 to 120.0 0.0 0.0 0.0 129 107.88 0.0030 0.0 10.000 0.030 Vet = 2.37 129 -49.96 4.31 0.0 10.000 38.145 to 120.0 0.0 0.0 0.0 130 57.92 0.0009 0.0 10.000 0.009 Vel = 1.27 0.0 57.92 38.154 K Factor = 9.38 140 220.48 6.357 0.0 10.000 34.732 to 120.0 0.0 0.0 0.0 141 220.48 0.0017 0.0 10.000 0.017 Vet = 2.23 141 220.03 6.357 0.0 8.500 34.749 to 120.0 0.0 0.0 0.0 142 440.51 0.0061 0.0 8.500 0.052 Vel = 4.45 142 219.02 6.357 0.0 10.000 34.801 to 120.0 0.0 0.0 0.0 143 659.53 0.0130 0.0 10.000 0.130 Vet = 6.67 143 66.93 6.357 0.0 10.000 34.931 to 120.0 0.0 0.0 0.0 144 726.46 0.0155 0.0 10.000 0.155 Vet = 7.34 144 63.60 6.357 0.0 10.000 35.086 to 120.0 0.0 0.0 0.0 145 790.06 0.0181 0.0 10.000 0.181 Vel= 7.99 145 56.51 6.357 0.0 10.000 35.267 to 120.0 0.0 0.0 0.0 146 846.57 0.0205 0.0 10.000 0.205 Vel = 8.56 146 50.97 6.357 0.0 9.000 35.472 to 120.0 0.0 0.0 0.0 147 897.54 0.0229 0.0 9.000 0.206 Vel = 9.07 147 47.41 6.357 0.0 10.000 35.678 to 120.0 0.0 0.0 0.0 148 944.95 0.0252 0.0 10.000 0.252 Vet = 9.55 148 45.14 6.357 0.0 10.000 35.930 to 120.0 0.0 0.0 0.0 149 990.09 0.0275 0.0 10.000 0.275 Vet = 10.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 149 44.55 6.357 0.0 8.500 36.205 to 120.0 0.0 0.0 0.0 150 1034.64 0.0298 0.0 8.500 0.253 Vet = 10.46 150 9.49 6.357 0.0 8.500 36.458 to 120.0 0.0 0.0 0.0 151 1044.13 0.0304 0.0 8.500 0.258 Vet = 10.55 151 12.82 6.357 0.0 10.000 36.716 to 120.0 0.0 0.0 0.0 152 1056.95 0.0310 0.0 10.000 0.310 Vet = 10.68 152 16.90 6.357 0.0 10.000 37.026 to 120.0 0.0 0.0 0.0 153 1073.85 0.0319 0.0 10.000 0.319 Vet= 10.85 153 21.24 6.357 0.0 10.000 37.345 to 120.0 0.0 0.0 0.0 154 1095.09 0.0331 0.0 10.000 0.331 VeI= 11.07 154 25.92 6.357 0.0 10.000 37.676 to 120.0 0.0 0.0 0.0 155 1121.01 0.0346 0.0 10.000 0.346 Vel= 11.33 155 30.96 6.357 0.0 10.000 38.022 to 120.0 0.0 0.0 0.0 156 1151.97 0.0363 0.0 10.000 0.363 Vet= 11.64 156 36.48 6.357 0.0 9.500 38.385 to 120.0 0.0 0.0 0.0 157 1188.45 0.0385 0.0 9.500 0.366 Vel= 12.01 157 30.01 6.357 0.0 10.000 38.751 to 120.0 0.0 0.0 0.0 158 1218.46 0.0403 0.0 10.000 0.403 Vet= 12.32 158 41.92 6.357, 0.0 10.000 39.154 to 120.0 0.0 0.0 0.0 159 1260.38 0.0430 0.0 10.000 0.430 Vet = 12.74 159 49.97 6.357 0.0 10.000 39.584 to 120.0 0.0 0.0 0.0 160 1310.35 0.0461 0.0 10.000 0.461 Vet = 13.25 160 57.92 6.357 0.0 10.000 40.045 to 120.0 0.0 0.0 0.0 161 1368.27 0.0500 0.0 10.000 0.500 Vet = 13.83 161 0.0 6.357 1 17.603 4.000 40.545 to 120.0 0.0 17.603 0.0 FM3 1368.27 0.0499 0.0 21.603 1.079 Vet= 13.83 FM3 0.0 6.357 1E 17.603 43.920 41.624 to 120.0 0.0 17.603 0.0 TR3 1368.27 0.0500 0.0 61.523 3.075 Vet = 13.83 TR3 0.0 6.357 1S 40.235 29.580 44.699 to 120.0 1 12.573 90.528 12.811 BR3 1368.27 0.0500 11 37.72 120.108 6.002 Vet = 13.83 BR3 0.0 8.249 IT 41.108 0.750 63.512 to 120.0 0.0 41.108 0.0 MFD 1368.27 0.0140 0.0 41.858 0.588 Vet = 8.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MED 0.0 8.249 11 41.108 3.670 64.100 to 120.0 1E 21.141 62.249 0.866 FLG 1368.27 0.0140 0.0 65.919 0.926 Vel = 8.21 FLG 0.0 8.27 1E 28.468 10.000 65.892 to 140.0 0.0 28.468 1.732 DI 1368.27 0.0105 0.0 38.468 0.402 Vel = 8.17 DI 0.0 7.68 2E 45.11 118.000 68.026 to 150.0 iT 43.857 93.979 0.0 UGI 1368.27 0.0132 1G 5.012 211.979 2.792 Vet = 9.48 UGI -638.33 7.68 5F 56.388 798.000 70.818 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 729.94 0.0041 2E 45.11 948.367 3.906 Vet = 5.06 1G 5.012 UG2 0.0 7.68 1 22.555 69.000 74.724 to 150.0 0.0 22.555 0.0 BFI 729.94 0.0041 0.0 91.555 0.377 Vel = 5.06 BFI 0.0 8.27 iT 55.354 20.000 75.101 to 140.0 2E 56.936 112.290 0.0 BF2 729.94 0.0033 0.0 132.290 0.431 Vet = 4.36 BF2 0.0 11.2 IG 6.645 55.000 75.532 to 150.0 iT 66.446 73.090 2.166 CMI 729.94 0.0007 0.0 128.090 0.084 Vel = 2.38 CM1 0.0 15.94 1G 14.305 255.000 77.782 to 140.0 0.0 14.305 0.0 SRC 729.94 0.0001 0.0. 269.305 0.036 Vet = 1.17 0.0 729.94 77.818 K Factor= 82.75 UGI 888.33 7.68 SE 56.388 575.000 70.818 to 150.0 iT 43.857 100.245 0.0 BF3 888.33 0.0059 0.0 675.245 3.999 Vet = 6.15 BF3 0.0 8.27 11 55.354 20.000 74.817 to 140.0 2E 56.936 112.290 0.0 BF4 888.33 0.0047 0.0 132.290 0.621 Vel = 5.31 BF4 0.0 11.2 IF 14.397 62.000 75.438 to 150.0 1G 6.645 87.487 2.166 CM2 888.33 0.0009 iT 66.446 149.487 0.140 Vet = 2.89 CM2 0.0 15.94 3G 42.916 340.000 77.744 to 140.0 0.0 42.916 0.0 SRC 888.33 0.0002 0.0 382.916 0.074 Vel = 1.43 0.0 888.33 77.818 K Factor = 10010 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name HME Whiptail Loop Building Location : Whiptail Loop Carlsbad CA System Area #4 Peak #2 Contract Data File : HME System 3 Area 4 Peak 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 3-19-17 Design Remote area number: Area #4 Peak #2 Remote area location: System #3 Occupancy classification: ESFR Density: 20 psi - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 sf. Max - SqFt Type of sprinklers calculated: ESFR 25.2 K No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1619.599 -GPM © 77.796 - Psi Type of system: Wet Grid Volume of dry or preaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department Notes: (Include peaking information or gridded systems here.) A 10% Reduction HAs Been Taken Prior To Data Entry.This caic represents flowing the remote area one sprinkler up toward primary main. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLJ OU4)I LUiV .#) VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 18.008 C2 - Residual Pressure: 50.4 D2 - System Flow : 1368.89 C2 - Residual Flow : 8000 D2 - System Pressure : 77.796 Hose ( Demand) : 250 D3 - System Demand : 1618.89 Safety Margin : 5.024 150 140 130 p120 R11° E10° S 90 s 80 U 70 fr- _________ ____________ R 60 - C2 E 50 :: 20 Dl 10 .I I _____________________________________________ 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N' 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now UId9IIII VANGUARD FIRE PROTECTION HME Whiptail Loop 201.7 24.3 250.9 110-,FI -,F2 4-F3 4-F4 .,-140 f 88.4 137 t I 201.7 I 203.4 23.1 25q.3 111-4 F5 _, F6 *- F7 *- F8 *- 141 1 89.8 136.1 I 405.1 I 219.2 12 244 112-, F9 _, F104- FII*-. F124- 142 1 103.3 127.2 624.3 54.9 113+.. 143 I I I 569.4 799.5 I 52. 114*- 144 I I I 51.1 851.8 I 46. 115*- 145 I I I 47.6 898.3 I 42. 1164- 146 I I I 42q.4 940.5 1 39.T 117*-. 147 I r 38q.7 980.2 I 38. 118+- 148 I I I 35q 1018.9 I 39.1 119*-. 149 I r I 31q.9 1058 I 1.91 120-., 150 I I I 31.8 1056.1 I 9 1 121 +- 151 I I 30.8 1065.1 I 14.' 122*-. 152 I I I 289.1 1079.8 I 19. 123+- 153 I i- I 269.4 1099.5 24. 124+- 154 I I I 241.5 1124.4 250.9 501.2 Page 3 Date 11-19-16 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now UIdIdIII VANGUARD FIRE PROTECTION HME Whiptail Loop I 30. 125+- 155 T 1' I 211.3 1154.6 I 35.9 126+- 156 T 1 I 17q.4 1190.5 29. 1274- 157 1 1 I 141.8 1220 1 41.f 1284- 158 T -1 I 1011.3 1261.6 I 491 1294- 159 1 t I 57.j' 1311.2 I 57. 1304- 160 1- I 1368.9 0I 131-* 181 Page 4 Date 11-19-16 201.7 624.3 517.1 428.4 350 312.8 289.1 244.5 178.4 107.3 110+- ill ~-112~.. 113~.. 114,-- 115+- 116+- 117~.- 118+- 119 +- 120 +- 121 +- 122+- 123 +- 124+- 125*- 126~.. 127 <-- 128 +- 129 <- 130 405.1 t 56914 t 47016 t 38817 t 31q.9 t 30318 t 26914 t 21413 t 14818 t 571 I 54.p 52. 46.0 424 39.1 38.ç 39.1 1.91 9 I 14.1 19. 24.p 30. 35.p 29.€ 41.f 49.T 57.7 250.9 741.6 I 8511.8 I 94q.5 I 10118.9 .. 106.1 I 10119.8 1 114.4 I 1190.5 I 12q1.6 I 1368.9 1388.9 1368.9 1368.9 730.2 730.2 140~.. 141+- 142+- 143+-. 144 +- 145 +- 146 +- 147<-. 148+- 149+.. 150+.. 151+- 152 +- 153<-- 154<- 155+- 156 +- 157+- 1584- 159+- 160*- 161~.. FM3f- TR3+- BR34- MM- FLG4- DI *- UGI+- UGZ- BFI+- BF2 501.2 799.5 898.3 980.2 1058 1065.1 1099.5 1154.6 1220 1311.2 1368.9 1368.9 1368.9 1368.9 730.2 730.2 BF2+- CML- SRC 730.2 888.7 888.7 UGI*-- BF3+- BF4<- CMZ- SRC 888.7 888.7 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 ritiiiy ueu OUIIIIlIdI VANGUARD FIRE PROTECTION HME Whiptail Loop Page Date 5 11-19-16 Fitting Legend Abbrev. Name ½ % 1 1/4 1% 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 I39O Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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. Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 110 31.58 31.51 na Fl 32.58 25.2 20.2 na 113.27 1.0 1 20.0 F2 32.58 25.2 20.0 na 112.7 1.0 1 20.0 F3 32.58 25.2 20.02 na 112.76 1.0 1 20.0 F4 32.58 25.2 20.43 na 113.9 1.0 1 20.0 111 31.58 31.58 na F5 32.58 25.2 20.3 na 113.54 1.0 1 20.0 F6 32.58 25.2 20.09 na 112.96 1.0 1 20.0 F7 32.58 25.2 20.11 na 113.01 1.0 1 20.0 F8 32.58 25.2 20.52 na 114.14 1.0 1 20.0 112 31.58 31.86 na F9 32.58 25.2 21.17 na 115.96 1.0 1 20.0 F10 32.58 25.2 20.9 na 115.21 1.0 1 20.0 F11 32.58 25.2 20.91 na 115.23 1.0 1 20.0 F12 32.58 25.2 21.27 na 116.21 1.0 1 20.0 113 31.58 32.64 na 114 31.58 33.16 na 115 31.58 33.71 na 116 31.58 34.17 na 117 31.58 3452 na 118 31.58 34.84 na 119 31.58 35.11 na 120 31.58 36.4 na 121 31.58 36.59 na 122 31.58 36.79 na 123 31.58 36.98 na 124 31.58 37.14 na 125 31.58 37.28 na 126 31.58 37.38 na 127 31.58 38.04 na 128 31.58 38.09 na 129 31.58 38.12 na 130 31.58 38.13 na 131 31.58 40.51 na 140 31.58 34.48 na 141 31.58 34.5 na 142 31.58 34.57 na 143 31.58 34.73 na 144 31.58 34.91 na 145 31.58 35.12 na 146 31.58 35.35 na 147 31.58 35.57 na 148 31.58 35.84 na 149 31.58 36.13 na 150 31.58 36.4 na 151 31.58 36.66 na 152 31.58 36.98 na 153 31.58 37.3 na 154 31.58 37.63 na 155 31.58 37.98 na 156 31.58 38.34 na 157 31.58 38.71 na 158 31.58 39.11 na 159 31.58 39.54 na 160 31.58 40.01 na 161 31.58 40.51 na FM3 31.58 41.59 na TR3 31.58 44.66 na BR3 2.0 63.48 na MFD 2.0 64.07 na FLG 0.0 65.86 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl -4.0 68.0 na UGI -4.0 70.79 na 250.0 UG2 -4.0 74.7 na BF1 -4.0 75.08 na BF2 -4.0 75.51 na CM1 -9.0 77.76 na SRC -9.0 77.8 na BF3 -4.0 74.79 na BF4 -4.0 75.42 na CM2 -9.0 77.72 na The maximum velocity is 14.03 and it occurs in the pipe between nodes F4 and 140 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 110 -201.69 2.703 2T 37.301 60.750 31.508 to 120.0 2E 18.651 55.952 -0.433 Fl -201.69 -0.0932 0.0 116.702 -10.872 Vel = 11.28 Fl 113.26 2.703 0.0 10.000 20.203 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F2 -88.43 -0.0203 0.0 10.000 -0.203 Vet = 4.94 F2 112.70 2.703 0.0 11.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F3 24.27 0.0018 0.0 11.000 0.020 Vel = 1.36 F3 112.76 2.703 0.0 9.000 20.020 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F4 137.03 0.0456 0.0 9.000 0.410 Vel = 7.66 F4 113.90 2.703 2T 37.301 60.250 20.430 K Factor = 25.20 to 120.0 0.0 37.301 0.433 140 250.93 0.1396 0.0 97.551 13.614 Vel = 14.03 0.0 250.93 34.477 K Factor= 42.74 111 -203.37 2.703 2T 37.301 58.750 31.585 to 120.0 2E 18.651 55.952 -0.433 F5 -203.37 -0.0946 0.0 114.702 -10.851 Vel = 11.37 F5 113.55 2.703 0.0 10.000 20.301 K Factor= 25.20 to 120.0 0.0 0.0 0.0 F6 -89.82 -0.0208 0.0 10.000 -0.208 Vel = 5.02 F6 112.96 2.703 0.0 11.000 20.093 K Factor = 25.20 to 120.0 0.0 0.0 0.0 F7 23.14 0.0016 0.0 11.000 0.018 Vel= 1.29 F7 113.01 2.703 0.0 9.000 20.111 K Factor= 25.20 to 120.0 0.0 0.0 0.0 F8 136.15 0.0450 0.0 9.000 0.405 Vel = 7.61 F8 114.14 2.703 2T 37.301 60.250 20.516 K Factor = 25.20 to 120.0 0.0 37.301 0.433 141 250.29 0.1389 0.0 97.551 13.550 Vel = 13.99 0.0 250.29 34.499 K Factor= 42.61 112 -219.22 2.703 2T 37.301 57.080 31.864 to 120.0 0.0 37.301 -0.433 F9 -219.22 -0.1087 0.0 94.381 -10.258 Vet = 12.26 F9 115.96 2.703 0.0 10.000 21.173 K Factor = 25.20 to 120.0 0.0 0.0 0.0 FIO -103.26 -0.0270 0.0 10.000 -0.270 Vel = 5.77 FlU 115.21 2.703 0.0 11.000 20.903 K Factor = 25.20 to 120.0 0.0 0.0 0.0 FII 11.95 0.0005 0.0 11.000 0.005 Vel= 0.67 FII 115.23 2.703 0.0 9.000 20.908 K Factor= 25.20 to 120.0 0.0 0.0 0.0 F12 127.18 0.0398 0.0 9.000 0.358 Vel = 7.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F12 116.21 2.703 2T 37.301 60.250 21.266 K Factor = 25.20 to 120.0 0.0 37.301 0.433 142 243.39 0.1319 0.0 97.551 12.866 VeI = 13.61 0.0 243.39 34.565 KFactor= 41.40 113 54.90 2.703 4T 74.603 155.500 32.641 to 120.0 2E 18.651 93.254 0.0 143 54.9 0.0084 0.0 248.754 2.086 VeI = 3.07 0.0 54.90 34.727 K Factor = 9.32 114 52.27 2.703 4T 74.603 153.500 33.164 to 120.0 0.0 74.603 0.0 144 52.27 0.0077 0.0 228.103 1.748 Vel= 2.92 0.0 52.27 34.912 K Factor = 8.85 115 46.50 2.703 4T 74.603 153.500 33.713 to 120.0 0.0 74.603 0.0 145 46.5 0.0062 0.0 228.103 1.407 VeI= 2.60 0.0 46.50 35.120 K Factor = 7.85 116 42.20 2.703 4T 74.603 153.500 34.173 to 120.0 0.0 74.603 0.0 146 42.2 0.0052 0.0 228.103 1.177 Vel= 2.36 0.0 42.20 35.350 KFactor= 7.10 117 39.75 2.703 4T 74.603 153.500 34.521 to 120.0 0.0 74.603 0.0 147 39.75 0.0046 0.0 228.103 1.053 Vel= 2.22 0.0 39.75 35.574 K Factor = 6.66 118 38.64 2.703 4T 74.603 153.500 34.845 to 120.0 0.0 74.603 0.0 148 38.64 0.0044 0.0 228.103 0.999 VeI= 2.16 0.0 38.64 35.844 K Factor = 6.45 119 39.13 2.703 4T 74.603 153.500 35.111 to 120.0 0.0 74.603 0.0 149 39.13 0.0045 0.0 228.103 1.023 Vel= 2.19 0.0 39.13 36.134 K Factor= 6.51 120 -1.93 2.703 4T 74.603 177.500 36.402 to 120.0 0.0 74.603 0.0 150 -1.93 0.0 0.0 252.103 -0.004 Vel = 0.11 0.0 -1.93 36.398 K Factor= -0.32 121 9.02 2.703 4T 74.603 177.500 36.586 to 120.0 0.0 74.603 0.0 151 9.02 0.0003 0.0 252.103 0.075 Vel = 0.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 9.02 36.661 K Factor = 1.49 122 14.68 2.703 4T 74.603 177.500 36.791 to 120.0 0.0 74.603 0.0 152 14.68 0.0007 0.0 252.103 0.184 Vel = 0.82 0.0 14.68 36.975 K Factor = 2.41 123 19.77 2.703 41 74.603 177.500 36.978 to 120.0 0.0 74.603 0.0 153 19.77 0.0013 0.0 252.103 0.319 VeI= 1.11 0.0 19.77 37.297 K Factor = 3.24 124 24.88 2.703 4T 74.603 177.500 37.142 to 120.0 0.0 74.603 0.0 154 24.88 0.0019 0.0 252.103 0.489 Vel = 1.39 0.0 24.88 37.631 K Factor = 4.06 125 30.19 2.703 4T 74.603 177.500 37.279 to 120.0 0.0 74.603 0.0 155 30.19 0.0028 0.0 252.103 0.699 Vel = 1.69 0.0 30.19 37.978 K Factor = 4.90 126 35.88 2.703 41 74.603 177.500 37.381 to 120.0 0.0 74.603 0.0 156 35.88 0.0038 0.0 252.103 0.963 Vel = 2.01 0.0 35.88 38.344 K Factor = 5.79 127 29.55 2.703 4T 74.603 177.500 38.038 to 120.0 0.0 74.603 0.0 157 29.55 0.0027 0.0 252.103 0.672 Vel = 1.65 0.0 29.55 38.710 K Factor = 4.75 128 41.54 2.703 4T 74.603 129.500 38.093 to 120.0 0.0 74.603 0.0 158 41.54 0.0050 0.0 204.103 1.022 VeI= 2.32 0.0 41.54 39.115 KFactor= 6.64 129 49.66 2.703 41 74.603 129.500 38.122 to 120.0 0.0 74.603 0.0 159 49.66 0.0070 0.0 204.103 1.423 Vel = 2.78 0.0 49.66 39.545 K Factor = 7.90 130 57.65 2.703 41 74.603 129.500 38.132 to 120.0 0.0 74.603 0.0 160 57.65 0.0092 0.0 204.103 1.875 Vel = 3.22 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 57.65 40.007 K Factor = 9.11 131 0.0 2.703 4T 74.603 129.500 40.507 to 120.0 0.0 74.603 0.0 161 0.0 0.0 0.0 204.103 0.0 Vel = 0 0.0 0.0 40.507 K Factor =0 110 201.69 4.31 0.0 8.000 31.508 to 120.0 0.0 0.0 0.0 111 201.69 0.0096 0.0 8.000 0.077 VeI= 4.44 111 203.37 4.31 0.0 8.000 31.585 to 120.0 0.0 0.0 0.0 112 405.06 0.0349 0.0 8.000 0.279 Vel = 8.91 112 219.22 4.31 0.0 10.000 31.864 to 120.0 0.0 0.0 0.0 113 624.28 0.0777 0.0 10.000 0.777 Vel= 13.73 113 -54.90 4.31 0.0 8.000 32.641 to 120.0 0.0 0.0 0.0 114 569.38 0.0654 0.0 8.000 0.523 Vel= 12.52 114 -52.27 4.31 0.0 10.000 33.164 to 120.0 0.0 0.0 0.0 115 517.11 0.0549 0.0 10.000 0.549 Vet = 11.37 115 -46.50 4.31 0.0 10.000 33.713 to 120.0 0.0 0.0 0.0 116 470.61 0.0460 0.0 10.000 0.460 Vet = 10.35 116 -42.20 4.31 0.0 9.000 34.173 to 120.0 0.0 0.0 0.0 117 428.41 0.0387 0.0 9.000 0.348 Vet= 9.42 117 -39.75 4.31 0.0 10.000 34.521 to 120.0 0.0 0.0 0.0 118 388.66 0.0324 0.0 10.000 0.324 Vet = 8.55 118 -38.64 4.31 0.0 10.000 34.845 to 120.0 0.0 0.0 0.0 119 350.02 0.0266 0.0 10.000 0.266 Vet = 7.70 119 -39.12 4.31 2E 27.874 32.500 35.111 to 120.0 0.0 27.874 0.0 120 310.9 0.0214 0.0 60.374 1.291 Vet = 6.84 120 1.93 4.31 0.0 8.500 36.402 to 120.0 0.0 0.0 0.0 121 312.83 0.0216 0.0 8.500 0.184 Vet = 6.88 121 -9.02 4.31 0.0 10.000 36.586 to 120.0 0.0 0.0 0.0 122 303.81 0.0205 0.0 10.000 0.205 Vet = 6.68 122 -14.68 4.31 0.0 10.000 36.791 to 120.0 0.0 0.0 0.0 123 289.13 0.0187 0.0 10.000 0.187 VeI= 6.36 123 -19.78 4.31 0.0 10.000 36.978 to 120.0 0.0 0.0 0.0 124 269.35 0.0164 0.0 10.000 0.164 Vel = 5.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl, or Ftng's Pe Pv ***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 124 -24.88 4.31 0.0 10.000 37.142 to 120.0 0.0 0.0 0.0 125 244.47 0.0137 0.0 10.000 0.137 Vel = 5.38 125 -30.20 4.31 0.0 9.500 37.279 to 120.0 0.0 0.0 0.0 126 214.27 0.0107 0.0 9.500 0.102 Vel = 4.71 126 -35.87 4.31 2E 27.874 58.000 37.381 to 120.0 0.0 27.874 0.0 127 178.4 0.0077 0.0 85.874 0.657 Vel = 3.92 127 -29.56 4.31 0.0 10.000 38.038 to 120.0 0.0 0.0 0.0 128 148.84 0.0055 0.0 10.000 0.055 Vet = 3.27 128 -41.53 4.31 0.0 10.000 38.093 to 120.0 0.0 0.0 0.0 129 107.31 0.0029 0.0 10.000 0.029 Vel = 2.36 129 -49.66 4.31 0.0 10.000 38.122 to 120.0 0.0 0.0 0.0 130 57.65 0.0010 0.0 10.000 0.010 Vel = 1.27 0.0 57.65 38.132 K Factor = 9.34 140 250.93 6.357 0.0 10.000 34.477 to 120.0 0.0 0.0 0.0 141 250.93 0.0022 0.0 10.000 0.022 VeI= 2.54 141 250.29 6.357 0.0 8.500 34.499 to 120.0 0.0 0.0 0.0 142 501.22 0.0078 0.0 8.500 0.066 Vel= 5.07 142 243.39 6.357 0.0 10.000 34.565 to 120.0 0.0 0.0 0.0 143 744.61 0.0162 0.0 10.000 0.162 Vel= 7.53 143 54.90 6.357 0.0 10.000 34.727 to 120.0 0.0 0.0 0.0 144 799.51 0.0185 0.0 10.000 0.185 Vet = 8.08 144 52.27 6.357 0.0 10.000 34.912 to 120.0 0.0 0.0 0.0 145 851.78 0.0208 0.0 10.000 0.208 Vet = 8.61 145 46.50 6.357 0.0 10.000 35.120 to 120.0 0.0 0.0 0.0 146 898.28 0.0230 0.0 10.000 0.230 Vel = 9.08 146 42.20 6.357 0.0 9.000 35.350 to 120.0 0.0 0.0 0.0 147 940.48 0.0249 0.0 9.000 0.224 Vel = 9.51 147 39.74 6.357 0.0 10.000 35.574 to 120.0 0.0 0.0 0.0 148 980.22 0.0270 0.0 10.000 0.270 Vet = 9.91 148 38.65 6.357 0.0 10.000 35.844 to 120.0 0.0 0.0 0.0 149 1018.87 0.0290 0.0 10.000 0.290 Vel = 10.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptait Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 149 39.12 6.357 0.0 8.500 36.134 to 120.0 0.0 0.0 0.0 150 1057.99 0.0311 0.0 8.500 0.264 VeI= 10.69 150 -1.93 6.357 0.0 8.500 36.398 to 120.0 0.0 0.0 0.0 151 1056.06 0.0309 0.0 8.500 0.263 Vet = 10.68 151 9.02 6.357 0.0 10.000 36.661 to 120.0 0.0 0.0 0.0 152 1065.08 0.0314 0.0 10.000 0.314 VeI= 10.77 152 14.68 6.357 0.0 10.000 36.975 to 120.0 0.0 0.0 0.0 153 1079.76 0.0322 0.0 10.000 0.322 VeI= 10.91 153 19.78 6.357 0.0 10.000 37.297 to 120.0 0.0 0.0 0.0 154 1099.54 0.0334 0.0 10.000 0.334 Vel = 11.11 154 24.88 6.357 0.0 10.000 37.631 to 120.0 0.0 0.0 0.0 155 1124.42 0.0347 0.0 10.000 0.347 Vel = 11.37 155 30.19 6.357 0.0 10.000 37.978 to 120.0 0.0 0.0 0.0 156 1154.61 0.0366 0.0 10.000 0.366 VeI= 11.67 156 35.88 6.357 0.0 9.500 38.344 to 120.0 0.0 0.0 0.0 157 1190.49 0.0385 0.0 9.500 0.366 Vel = 12.03 157 29.55 6.357 0.0 10.000 38.710 to 120.0 0.0 0.0 0.0 158 1220.04 0.0405 0.0 10.000 0.405 Vel = 12.33 158 41.54 6.357 0.0 10.000 39.115 to 120.0 0.0 0.0 0.0 159 1261.58 0.0430 0.0 10.000 0.430 Vel= 12.75 159 49.66 6.357 0.0 10.000 39.545 to 120.0 0.0 0.0 0.0 160 1311.24 0.0462 0.0 10.000 0.462 Vel= 13.25 160 57.65 6.357 0.0 10.000 40.007 to 120.0 0.0 0.0 0.0 161 1368.89 0.0500 0.0 10.000 0.500 VeI= 13.84 161 0.0 6.357 1 17.603 4.000 40.507 to 120.0 0.0 17.603 0.0 FM3 1368.89 0.0500 0.0 21.603 1.080 Vel = 13.84 FM3 0.0 6.357 1 17.603 43.920 41.587 to 120.0 0.0 17.603 0.0 TR3 1368.89 0.0500 0.0 61.523 3.077 Vet= 13.84 TR3 0.0 6.357 1S 40.235 29.580 44.664 to 120.0 lB 12.573 90.528 12.811 BR3 1368.89 0.0500 IT 37.72 120.108 6.007 VeI= 13.84 BR3 0.0 8.249 1 41.108 0.750 63.482 to 120.0 0.0 41.108 0.0 MFD 1368.89 0.0141 0.0 41.858 0.589 Vet = 8.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MED 0.0 8.249 IT 41.108 3.670 64.071 to 120.0 1 21.141 62.249 0.866 FLG 1368.89 0.0141 0.0 65.919 0.927 Vet = 8.22 FLG 0.0 8.27 1E 28.468 10.000 65.864 to 140.0 0.0 28.468 1.732 Dl 1368.89 0.0105 0.0 38.468 0.402 Vel = 8.18 Dl 0.0 7.68 2E 45.11 118.000 67.998 to 150.0 iT 43.857 93.979 0.0 UG1 1368.89 0.0132 1G 5.012 211.979 2.794 Vet = 9.48 UG1 -638.67 7.68 5F 56.388 798.000 70.792 Qa = 250 to 150.0 IT 43.857 150.367 0.0 UG2 730.22 0.0041 2E 45.11 948.367 3.909 Vel = 5.06 1G 5.012 UG2 0.0 7.68 1 22.555 69.000 74.701 to 150.0 0.0 22.555 0.0 BFI 730.22 0.0041 0.0 91.555 0.377 Vel = 5.06 BFI 0.0 8.27 iT 55.354 20.000 75.078 to 140.0 2E 56.936 112.290 0.0 BF2 730.22 0.0033 0.0 132.290 0.432 Vet = 4.36 BF2 0.0 11.2 IG 6.645 55.000 75.510 to 150.0 IT 66.446 73.090 2.166 CM1 730.22 0.0007 0.0 128.090 0.084 Vet = 2.38 CM1 0.0 15.94 1G 14.305 255.000 77.760 to 140.0 0.0 14.305 0.0 SRC 730.22 0.0001 0.0 269.305 0.036 Vet = 1.17 0.0 730.22 77.796 K Factor= 82.79 UG1 888.67 7.68 5F 56.388 575.000 70.792 to 150.0 iT 43.857 100.245 0.0 BF3 888.67 0.0059 0.0 675.245 4.002 Vet = 6.15 BF3 0.0 8.27 iT 55.354 20.000 74.794 to 140.0 2E 56.936 112.290 0.0 BF4 888.67 0.0047 0.0 132.290 0.622 Vel = 5.31 BF4 0.0 11.2 1 14.397 62.000 75.416 to 150.0 IG 6.645 87.487 2.166 CM2 888.67 0.0009 IT 66.446 149.487 0.140 Vet = 2.89 CM2 0.0 15.94 3G 42.916 340.000 77.722 to 140.0 0.0 42.916 0.0 SRC 888.67 0.0002 0.0 382.916 0.074 Vel = 1.43 0.0 888.67 77.796 K Factor = 100.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : HME Whiptail Loop Building Location : Whiptail Loop Carlsbad CA System : Area #2 Remote Contract Data File : HME Mezzanine System Area #2 Remote.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 4-22-17 Design Remote area number: Area #2 Remote Remote area location: Mezzanine Occupancy classification: Light Hazard Density: .10 - Gpm/SqFt Area of application: 1012.5 - SqFt Coverage per sprinkler: 200 sf - SqFt Type of sprinklers calculated: 5.6K QR-SSP No. of sprinklers calculated: 7 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 240.716- GPM Type of system: Wet Grid Volume of dry orpreaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department © 79.314-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% Reduction HAs Been Taken Prior To Data Entry. Area has been peaked. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVLI OUIy %-,UiV La) VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 9.996 C2 - Residual Pressure: 50.4 D2 - System Flow : 140.716 C2 - Residual Flow : 8000 D2 - System Pressure : 79.314 Hose ( Demand) : 100 D3 - System Demand : 240.716 Safety Margin : 5.234 150 140 130 p120 R11° E100 s 80 -.---.._.... U 70D3 0 : 50 40 TI... ITIT.T7 TITI 30 20 10 DI ;...•.,.... 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( NA 1.85 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now LJIdIdIIt VANGUARD FIRE PROTECTION Page 3 HME Whiptail Loop Date 11-19-16 19 21 100-* SI - S2 - S3 - 110 t I 41. I 19 I 41.2 I 18.9 21.2 I 101-+ S4 S5 - S6 - 111 1.2 41.5 20.1 ST 102 58 1044- 114 19 58 100+- 101+- 102+- 1034- 104 37.9 58 41.2 82.7 82.7 140.7 140.7 140.7 1104_111+-X 4-XT4-112 4-113-1144-115 4-116+-ll7+-118+-MZBMZT 82.7 82.7 82.7 140.7 140.7 140.7 2.3 10 -+30 T I 2.31 2.3 I 2.3. 11 -+31 I 4.61 4.6 I 2.3, 12 -)-32 t I I I 7 I 2.21 13 -*33 -1 I 9.21 9.2 I 2.8.!. 14 -+34 I 12 I 2.8 15 -* A 0 El -+ A I 2.8 0.!. E2 B 2.8 2.8 A -*B -E3-E4-35 2.8 2.8 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now L)IdIdIII VANGUARD FIRE PROTECTION HME Whiptail Loop 1.5 1.5 1.5 16 -, ES - E6 - E7 - E8 -+36 t 1.5 1.5 t I 16.2 124.5 I 1.7 1.7 1.71 17 +-E9 <-E10<- Ell*-- E124- 37 t 1.7 1.7 I 14.6 2.9 18 - 38 1- t I I l.f 129.1 I 391 19 +-39 -1- I 77 I 77 20 <- 200--~ 40 3.7 2.2 21 -+41 T t I 13.f 127.1 I 1.61 22 <- 42 t 1 I 12.1 128.7 I 2.71 23 <- 43 1' t I 9.41 131.3 I 4.11 24 <- 44 T t I 5.31 135.4 1 5.31 25 <- 45 Page 4 Date 11-19-16 2.3 7 12 16.2 11.7 10 4-11 4-12 <-134-144-15 <-164-174-18 <-194-20 4.6 9.2 14.8 14.6 7.7 11.4 12.1 5.3 200<- 21 <- 22 +-23 +-24 - 25 13.6 9.4 2.3 7 12 125.9 126.1 133 127.1 131.3 140.7 140.7 140.7 140.7 100.3 100.3 100.3 30 -+31 -4 32 -, 33 -, 34 -+ MZT<- 35 - 36 <- 37 <- 38 - 39 <- 40 <.- 41 <- 42 - 43 <- 44 <-45 _ FMI<- TRI<- BRI<- BR2- MFD- FLG<- DI <- UOI<- UG2+- BFI<- BF2<- CMI<- SRC 4.6 9.2 128.7 124.5 129.1 129.3 128.7 135.4 140.7 140.7 140.7 140.7 100.3 100.3 140.4 140.4 UGI<- BF3+_ BF4<- CMZ- SRC 140.4 140.4 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuiiigs ueu ouiiuiiiy VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop - - Date 11-19-16 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 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 I39O' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375A0A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 100 12.33 14.08 na SI 14.08 5.6 12.76 na S2 14.08 5.6 12.76 na S3 14.08 5.6 13.05 na 101 12.33 14.13 na S4 14.08 5.6 12.81 na S5 14.08 5.6 12.81 na S6 14.08 5.6 13.11 na S7 14.08 5.6 12.9 na 104 12.33 14.92 na 102 12.33 14.29 na 103 12.33 14.61 na 110 12.58 25.31 na 111 12.58 25.52 na X 12.58 26.2 na XT 12.58 32.31 na 112 12.33 51.32 na 113 12.33 51.53 na 114 12.33 51.73 na 115 12.33 52.27 na 116 12.33 52.81 na 117 12.33 53.36 na 118 12.33 53.91 na MZB 12.33 54.7 na 10 31.58 49.04 na 11 31.58 49.04 na 12 31.58 49.04 na 13 31.58 49.04 na 14 31.58 49.04 na 15 31.58 49.04 na El 32.58 48.6 na E2 32.58 48.6 na A 32.58 48.6 na B 32.58 48.6 na E3 32.58 48.6 na E4 32.58 48.6 na 16 31.58 49.04 na ES 32.58 48.61 na E6 32.58 48.61 na E7 32.58 48.61 na E8 32.58 48.61 na 17 31.58 49.04 na E9 32.58 48.61 na E10 32.58 48.61 na Eli 32.58 48.61 na E12 32.58 48.61 na 18 31.58 49.04 na 19 31.58 49.04 na 20 31.58 49.04 na 200 31.58 49.07 na 21 31.58 49.07 na 22 31.58 49.07 na 23 31.58 49.08 na 24 31.58 49.08 na 25 31.58 49.08 na 30 31.58 49.03 na 31 31.58 49.03 na 32 31.58 49.03 na 33 31.58 49.03 na 34 31.58 49.03 na MZT 31.58 49.03 na 20.0 0.1 200 7.0 20.0 0.1 200 7.0 20.23 0.1 200 7.0 20.04 0.1 200 7.0 20.05 0.1 200 7.0 20.28 0.1 200 7.0 - 20.11 0.1 200 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 35 31.58 49.03 na 36 31.58 49.04 na 37 31.58 49.04 na 38 31.58 49.05 na 39 31.58 49.06 na 40 31.58 49.06 na 41 31.58 49.07 na 42 31.58 49.08 na 43 31.58 49.08 na 44 31.58 49.09 na 45 31.58 49.09 na EM1 31.58 49.1 na TR1 31.58 49.14 na BRI 2.0 61.98 na BR2 2.0 61.98 na MED 2.0 61.99 na FLG 0.0 62.86 na Dl -4.0 64.6 na UG1 -4.0 64.64 na 100.0 UG2 -4.0 64.74 na BE1 -4.0 64.75 na BF2 -4.0 77.15 na CM1 -9.0 79.31 na SRC -9.0 79.31 na BF3 -4.0 64.77 na BF4 -4.0 77.14 na CM2 -9.0 79.31 na The maximum velocity is 14.33 and it occurs in the pipe between nodes X and XT Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11cf,or Ftngs Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 100 -19.00 1.536 2T 20.216 10.670 14.084 to 120.0 0.0 20.216 -0.758 SI -19.0 -0.0185 0.0 30.886 -0.571 Vet = 3.29 SI 20.00 1.536 0.0 13.250 12.755 K Factor = 5.60 to 120.0 0.0 0.0 0.0 S2 1.0 0.0001 0.0 13.250 0.001 Vet = 0.17 S2 20.00 1.536 0.0 13.250 12.756 K Factor = 5.60 to 120.0 0.0 0.0 0.0 S3 21.0 0.0223 0.0 13.250 0.295 Vet = 3.64 S3 20.23 1.536 4E 20.216 109.500 13.051 K Factor = 5.60 to 120.0 2T 20.216 40.432 0.650 110 41.23 0.0775 0.0 149.932 11.614 Vel= 7.14 0.0 41.23 25.315 K Factor = 8.19 101 -18.86 1.536 21 20.216 10.670 14.133 to 120.0 0.0 20.216 -0.758 S4 -18.86 -0.0182 0.0 30.886 -0.563 Vet = 3.27 S4 20.04 1.536 0.0 13.250 12.812 K Factor = 5.60 to 120.0 0.0 0.0 0.0 S5 1.18 0.0002 0.0 13.250 0.002 Vet = 0.20 S5 20.05 1.536 0.0 13.250 12.814 K Factor = 5.60 to 120.0 0.0 0.0 0.0 S6 21.23 0.0226 0.0 13.250 0.300 Vet = 3.68 86 20.28 1.536 4E 20.216 109.500 13.114 K Factor= 5.60 to 120.0 2T 20.216 40.432 0.650 111 41.51 0.0784 0.0 149.932 11.758 VeI= 7.19 0.0 41.51 25.522 K Factor = 8.22 S7 20.11 1.536 2T 20.216 10.670 12.902 K Factor= 5.60 to 120.0 0.0 20.216 0.758 102 20.11 0.0205 0.0 30.886 0.634 Vet = 3.48 0.0 20.11 14.294 K Factor = 5.32 104 57.98 1.536 4E 20.216 192.250 14.925 to 120.0 41 40.432 60.648 0.0 114 57.98 0.1455 0.0 252.898 36.804 Vel= 10.04 0.0 57.98 51.729 K Factor = 8.06 100 19.00 2.157 0.0 14.000 14.084 to 120.0 0.0 0.0 0.0 101 19.0 0.0035 0.0 14.000 0.049 Vet = 1.67 101 18.86 2.157 0.0 12.670 14.133 to 120.0 0.0 0.0 0.0 102 37.86 0.0127 0.0 12.670 0.161 VeI= 3.32 102 20.12 2.157 0.0 11.330 14.294 to 120.0 0.0 0.0 0.0 103 57.98 0.0278 0.0 11.330 0.315 Vet = 5.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C.1 or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 103 0.0 2.157 0.0 11.330 14.609 to 120.0 0.0 0.0 0.0 104 57.98 0.0279 0.0 11.330 0.316 Vel= 5.09 0.0 57.98 14.925 K Factor= 15.01 110 41.23 2.157 0.0 14.000 25.315 to 120.0 0.0 0.0 0.0 111 41.23 0.0148 0.0 14.000 0.207 Vel = 3.62 111 41.51 2.157 0.0 12.670 25.522 to 120.0 0.0 0.0 0.0 X 82.74 0.0538 0.0 12.670 0.682 Vet = 7.26 X 0.0 1.536 21 20.216 1.500 26.204 to 120.0 0.0 20.216 0.0 XT 82.74 0.2810 0.0 21.716 6.102 Vel= 14.33 XT 0.0 1.536 2T 20.216 47.080 32.306 to 120.0 0.0 20.216 0.108 112 82.74 0.2810 0.0 67.296 18.909 Vel= 14.33 112 0.0 2.703 0.0 11.330 51.323 to 120.0 0.0 0.0 0.0 113 82.74 0.0179 0.0 11.330 0.203 VeI= 4.63 113 0.0 2.703 0.0 11.330 51.526 to 120.0 0.0 0.0 0.0 114 82.74 0.0179 0.0 11.330 0.203 Vet = 4.63 114 57.98 2.703 0.0 11.330 51.729 to 120.0 0.0 0.0 0.0 115 140.72 0.0479 0.0 11.330 0.543 Vel= 7.87 115 0.0 2.703 0.0 11.330 52.272 to 120.0 0.0 0.0 0.0 116 140.72 0.0478 0.0 11.330 0.542 Vel= 7.87 116 0.0 2.703 0.0 11.330 52.814 to 120.0 0.0 0.0 0.0 117 140.72 0.0478 0.0 11.330 0.542 Vel = 7.87 117 0.0 2.703 0.0 11.670 53.356 to 120.0 0.0 0.0 0.0 118 140.72 0.0479 0.0 11.670 0.559 Vel= 7.87 118 0.0 2.703 1 9.325 7.170 53.915 to 120.0 0.0 9.325 0.0 MZB 140.72 0.0478 0.0 16.495 0.789 Vel = 7.87 MZB 0.0 2.703 1 9.325 27.670 54.704 to 120.0 IT 18.651 27.976 -8.337 MZT 140.72 0.0479 0.0 55.646 2.663 Vel = 7.87 0.0 140.72 49.030 KFactor= 20.10 10 -2.31 2.703 4E 37.301 145.670 49.037 to 120.0 4T 74.603 111.904 0.0 30 -2.31 0.0 0.0 257.574 -0.007 Vel = 0.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "CI' or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -2.31 49.030 K Factor= -0.33 11 -2.32 2.703 4E 37.301 145.670 49.037 to 120.0 4T 74.603 111.904 0.0 31 -2.32 0.0 0.0 257.574 -0.007 Vel = 0.13 0.0 -2.32 49.030 K Factor= -0.33 12 -2.34 2.703 4E 37.301 145.670 49.037 to 120.0 4T 74.603 111.904 0.0 32 -2.34 0.0 0.0 257.574 -0.007 Vet = 0.13 0.0 -2.34 49.030 K Factor= -0.33 13 -2.23 2.703 8E 74.603 143.920 49.037 to 120.0 4T 74.603 149.206 0.0 33 -2.23 0.0 0.0 293.126 -0.007 Vet = 0.12 0.0 -2.23 49.030 K Factor= -0.32 14 -2.77 2.703 4E 37.301 160.830 49.040 to 120.0 4T 74.603 111.904 0.0 34 -2.77 0.0 0.0 272.734 -0.010 Vel = 0.15 0.0 -2.77 49.030 K Factor= -0.40 15 -2.81 2.703 2T 37.301 39.250 49.040 to 120.0 0.0 37.301 -0.433 A -2.81 0.0 0.0 76.551 -0.003 Vet = 0.16 0.0 -2.81 48.604 K Factor= -0.40 El 0.0 2.703 IT 18.651 2.000 48.604 to 120.0 0.0 18.651 0.0 A 0.0 0.0 0.0 20.651 0.0 Vet = 0 0.0 0.0 48.604 K Factor = 0 E2 0.0 2.703 IT 18.651 2.000 48.604 to 120.0 0.0 18.651 0.0 B 0.0 0.0 0.0 20.651 0.0 Vet = 0 0.0 0.0 48.604 K Factor = 0 A -2.81 2.703 0.0 11.000 48.604 to 120.0 0.0 0.0 0.0 B -2.81 0.0 0.0 11.000 0.0 Vel= 0.16 B 0.0 2.703 0.0 10.000 48.604 to 120.0 0.0 0.0 0.0 E3 -2.81 0.0 0.0 10.000 0.0 Vet = 0.16 E3 0.0 2.703 0.0 10.000 48.604 to 120.0 0.0 0.0 0.0 E4 -2.81 -0.0001 0.0 10.000 -0.001 Vet = 0.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E4 0.0 2.703 21 37.301 75.250 48.603 to 120.0 0.0 37.301 0.433 35 -2.81 0.0 0.0 112.551 -0.004 Vel = 0.16 0.0 -2.81 49.032 K Factor = -0.40 16 -1.46 2.703 21 37.301 39.250 49.041 to 120.0 0.0 37.301 -0.433 E5 -1.46 0.0 0.0 76.551 -0.001 Vel = 0.08 ES 0.0 2.703 0.0 11.000 48.607 to 120.0 0.0 0.0 0.0 ES -1.46 0.0 0.0 11.000 0.0 Vel = 0.08 ES 0.0 2.703 0.0 10.000 48.607 to 120.0 0.0 0.0 0.0 E7 -1.46 0.0 0.0 10.000 0.0 Vet = 0.08 E7 0.0 2.703 0.0 10.000 48.607 to 120.0 0.0 0.0 0.0 E8 -1.46 0.0 0.0 10.000 0.0 Vet = 0.08 E8 0.0 2.703 2T 37.301 75.250 48.607 to 120.0 0.0 37.301 0.433 36 -1.46 0.0 0.0 112.551 -0.001 VeI= 0.08 0.0 -1.46 49.039 K Factor = -0.21 17 1.66 2.703 2T 37.301 39.250 49.042 to 120.0 0.0 37.301 -0.433 E9 1.66 0.0 0.0 76.551 0.001 VeI= 0.09 E9 0.0 2.703 0.0 11.000 48.610 to 120.0 0.0 0.0 0.0 EIO 1.66 0.0 0.0 11.000 0.0 Vet = 0.09 E10 0.0 2.703 0.0 10.000 48.610 to 120.0 0.0 0.0 0.0 Eli 1.66 0.0 0.0 10.000 0.0 Vet = 0.09 Eli 0.0 2.703 0.0 10.000 48.610 to 120.0 0.0 0.0 0.0 E12 1.66 0.0 0.0 10.000 0.0 Vet = 0.09 E12 0.0 2.703 21 37.301 75.250 48.610 to 120.0 0.0 37.301 0.433 37 1.66 0.0 0.0 112.551 0.001 Vet = 0.09 0.0 1.66 49.044 K Factor = 0.24 18 2.93 2.703 4T 74.603 145.500 49.042 to 120.0 0.0 74.603 0.0 38 2.93 0.0 0.0 220.103 0.009 Vet = 0.16 0.0 2.93 49.051 K Factor = 0.42 19 3.92 2.703 4T 74.603 145.500 49.043 to 120.0 0.0 74.603 0.0 39 3.92 0.0001 0.0 220.103 0.014 Vet= 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptait Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 3.92 49.057 K Factor = 0.56 20 7.73 2.703 4T 74.603 58.000 49.043 to 120.0 0.0 74.603 0.0 200 7.73 0.0002 0.0 132.603 0.030 Vet = 0.43 200 -11.44 2.703 41 74.603 89.500 49.073 to 120.0 0.0 74.603 0.0 40 -3.71 -0.0001 0.0 164.103 -0.010 Vet = 0.21 0.0 -3.71 49.063 K Factor= -0.53 21 -2.19 2.703 4T 74.603 89.500 49.073 to 120.0 0.0 74.603 0.0 41 -2.19 0.0 0.0 164.103 -0.003 Vet = 0.12 0.0 -2.19 49.070 K Factor= -0.31 22 1.58 2.703 4T 74.603 89.500 49.074 to 120.0 0.0 74.603 0.0 42 1.58 0.0 0.0 164.103 0.002 Vet = 0.09 0.0 1.58 49.076 K Factor= 0.23 23 2.67 2.703 4T 74.603 89.500 49.076 to 120.0 0.0 74.603 0.0 43 2.67 0.0 0.0 164.103 0.005 Vet = 0.15 0.0 2.67 49.081 K Factor = 0.38 24 4.10 2.703 4T 74.603 89.500 49.076 to 120.0 0.0 74.603 0.0 44 4.1 0.0001 0.0 164.103 0.011 Vet = 0.23 0.0 4.10 49.087 KFactor= 0.59 25 5.29 2.703 4T 74.603 89.500 49.076 to 120.0 0.0 74.603 0.0 45 5.29 0.0001 0.0 164.103 0.018 Vel = 0.30 0.0 5.29 49.094 K Factor= 0.75 10 2.31 4.31 0.0 9.670 49.037 to 120.0 0.0 0.0 0.0 11 2.31 0.0 0.0 9.670 0.0 Vet = 0.05 11 2.33 4.31 0.0 9.750 49.037 to 120.0 0.0 0.0 0.0 12 4.64 0.0 0.0 9.750 0.0 Vet = 0.10 12 2.34 4.31 0.0 12.500 49.037 to 120.0 0.0 0.0 0.0 13 6.98 0.0 0.0 12.500 0.0 Vet= 0.15 13 2.23 4.31 4E 55.748 21.670 49.037 to 120.0 0.0 55.748 0.0 14 9.21 0.0 0.0 77.418 0.003 Vet= 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 14 2.77 4.31 0.0 11.670 49.040 to 120.0 0.0 0.0 0.0 15 11.98 0.0 0.0 11.670 0.0 Vel = 0.26 15 2.80 4.31 0.0 10.000 49.040 to 120.0 0.0 0.0 0.0 16 14.78 0.0001 0.0 10.000 0.001 Vel= 0.33 16 1.47 4.31 0.0 9.000 49.041 to 120.0 0.0 0.0 0.0 17 16.25 0.0001 0.0 9.000 0.001 Vet = 0.36 17 -1.66 4.31 0.0 10.000 49.042 to 120.0 0.0 0.0 0.0 18 14.59 0.0 0.0 10.000 0.0 Vet = 0.32 18 -2.93 4.31 0.0 10.000 49.042 to 120.0 0.0 0.0 0.0 19 11.66 0.0001 0.0 10.000 0.001 Vet = 0.26 19 -3.93 4.31 0.0 9.500 49.043 to 120.0 0.0 0.0 0.0 20 7.73 0.0 0.0 9.500 0.0 Vel = 0.17 0.0 7.73 49.043 K Factor = 1.10 200 11.44 4.31 0.0 10.000 49.073 to 120.0 0.0 0.0 0.0 21 11.44 0.0 0.0 10.000 0.0 VeI= 0.25 21 2.19 4.31 0.0 10.000 49.073 to 120.0 0.0 0.0 0.0 22 13.63 0.0001 0.0 10.000 0.001 Vel = 0.30 22 -1.58 4.31 iT 27.874 8.000 49.074 to 120.0 0.0 27.874 0.0 23 12.05 0.0001 0.0 35.874 0.002 Vet = 0.26 23 -2.67 4.31 0.0 10.000 49.076 to 120.0 0.0 0.0 0.0 24 9.38 0.0 0.0 10.000 0.0 Vet = 0.21 24 -4.09 4.31 0.0 10.000 49.076 to 120.0 0.0 0.0 0.0 25 5.29 0.0 0.0 10.000 0.0 Vet = 0.12 0.0 5.29 49.076 K Factor = 0.76 30 -2.31 6.357 0.0 9.670 49.030 to 120.0 0.0 0.0 0.0 31 -2.31 0.0 0.0 9.670 0.0 Vet = 0.02 31 -2.33 6.357 0.0 9.750 49.030 to 120.0 0.0 0.0 0.0 32 -4.64 0.0 0.0 9.750 0.0 Vel = 0.05 32 -2.34 6.357 0.0 12.500 49.030 to 120.0 0.0 0.0 0.0 33 -6.98 0.0 0.0 12.500 0.0 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 33 -2.23 6.357 0.0 12.420 49.030 to 120.0 0.0 0.0 0.0 34 -9.21 0.0 0.0 12.420 0.0 Vet = 0.09 34 -2.77 6.357 0.0 6.170 49.030 to 120.0 0.0 0.0 0.0 MZT -11.98 0.0 0.0 6.170 0.0 Vet = 0.12 MZT 140.72 6.357 0.0 3.500 49.030 to 120.0 0.0 0.0 0.0 35 128.74 0.0006 0.0 3.500 0.002 VeI= 1.30 35 -2.81 6.357 0.0 10.000 49.032 to 120.0 0.0 0.0 0.0 36 125.93 0.0007 0.0 10.000 0.007 Vet = 1.27 36 -1.46 6.357 0.0 10.000 49.039 to 120.0 0.0 0.0 0.0 37 124.47 0.0005 0.0 10.000 0.005 Vet = 1.26 37 1.66 6.357 0.0 10.000 49.044 to 120.0 0.0 0.0 0.0 38 126.13 0.0007 0.0 10.000 0.007 Vet = 1.27 38 2.93 6.357 0.0 10.000 49.051 to 120.0 0.0 0.0 0.0 39 129.06 0.0006 0.0 10.000 0.006 Vet= 1.30 39 3.93 6.357 0.0 9.500 49.057 to 120.0 0.0 0.0 0.0 40 132.99 0.0006 0.0 9.500 0.006 Vet = 1.34 40 -3.72 6.357 0.0 10.000 49.063 to 120.0 0.0 0.0 0.0 41 129.27 0.0007 0.0 10.000 0.007 Vet = 1.31 41 -2.19 6.357 0.0 10.000 49.070 to 120.0 0.0 0.0 0.0 42 127.08 0.0006 0.0 10.000 0.006 VeI= 1.28 42 1.58 6.357 0.0 8.000 49.076 to 120.0 0.0 0.0 0.0 43 128.66 0.0006 0.0 8.000 0.005 VeI= 1.30 43 2.67 6.357 0.0 10.000 49.081 to 120.0 0.0 0.0 0.0 44 131.33 0.0006 0.0 10.000 0.006 Vel= 1.33 44 4.10 6.357 0.0 10.000 49.087 to 120.0 0.0 0.0 0.0 45 135.43 0.0007 0.0 10.000 0.007 Vet = 1.37 45 5.29 6.357 0.0 4.000 49.094 to 120.0 0.0 0.0 0.0 FM1 140.72 0.0008 0.0 4.000 0.003 Vet = 1.42 FMI 0.0 8.249 1E 21.141 168.830 49.097 to 120.0 0.0 21.141 0.0 TRI 140.72 0.0002 0.0 189.971 0.040 Vet = 0.84 TR1 0.0 8.249 1S 52.853 27.080 49.137 to 120.0 1 14.094 108.055 12.811 BRI 140.72 0.0002 IT 41.108 135.135 0.028 VeI= 0.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 15 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'. or Ftng's Pe Pv *** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BRI 0.0 8.249 0.0 1.500 61.976 to 120.0 0.0 0.0 0.0 BR2 140.72 0.0007 0.0 1.500 0.001 Vel = 0.84 BR2 0.0 8.249 IT 41.108 0.750 61.977 to 120.0 0.0 41.108 0.0 MED 140.72 0.0002 0.0 41.858 0.008 Vet = 0.84 MED 0.0 8.249 1E 21.141 3.670 61.985 to 120.0 0.0 21.141 0.866 FLG 140.72 0.0002 0.0 24.811 0.006 Vet = 0.84 FLG 0.0 8.27 IE 28.468 10.000 62.857 to 140.0 0.0 28.468 1.732 DI 140.72 0.0002 0.0 38.468 0.006 Vel = 0.84 DI 0.0 7.68 1G 5.012 118.000 64.595 to 150.0 IT 43.857 93.979 0.0 UGI 140.72 0.0002 2E 45.11 211.979 0.042 Vel= 0.97 UGI -40.45 7.68 5F 56.388 798.000 64.637 Qa = 100 to 150.0 IT 43.857 150.367 0.0 UG2 100.27 0.0001 2E 45.11 948.367 0.099 Vet = 0.69 IG 5.012 UG2 0.0 7.68 IE 22.555 69.000 64.736 to 150.0 0.0 22.555 0.0 BFI 100.27 0.0001 0.0 91.555 0.010 Vet = 0.69 BF1 0.0 8.27 IT 55.354 20.000 64.746 to 140.0 2E 56.936 112.290 12.389 Fixed loss 12.389 BF2 100.27 0.0001 1Zim 0.0 132.290 0.010 Vet = 0.60 BF2 0.0 11.2 1G 6.645 55.000 77.145 to 150.0 IT 66.446 73.090 2.166 CMI 100.27 0.0 0.0 128.090 0.002 Vet = 0.33 CMI 0.0 15.94 IG 14.305 255.000 79.313 to 140.0 0.0 14.305 0.0 SRC 100.27 0.0 0.0 269.305 0.001 Vel = 0.16 0.0 100.27 79.314 KFactor= 11.26 UGI 140.45 7.68 5F 56.388 575.000 64.637 to 150.0 IT 43.857 100.245 0.0 BF3 140.45 0.0002 0.0 675.245 0.131 Vet = 0.97 BF3 0.0 8.27 IT 55.354 20.000 64.768 to 140.0 2E 56.936 112.290 12.352 *Fixed loss - 12.352 BF4 140.45 0.0002 iZim 0.0 132.290 0.021 Vet = .0. 84 BF4 0.0 11.2 IF 14.397 62.000 77.141 to 150.0 1G 6.645 87.487 2.166 CM2 140.45 0.0 IT 66.446 149.487 0.005 Vet = 0.46 CM2 0.0 15.94 3G 42.916 340.000 79.312 to 140.0 0.0 42.916 0.0 SRC 140.45 0.0 0.0 382.916 0.002 Vet = 0.23 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 16 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 140.45 79.314 K Factor= 15.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name HME Whiptail Loop Building Location Whiptail Loop Carlsbad CA System Area #1 Proof Contract Data File : HME Mezzanine System Area #1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: nHME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 3-19-17 Design Remote area number: Area #1 Proof Remote area location: Mezzanine Occupancy classification: Light Hazard Density: .10 - Gpm/SqFt Area of application: 1012.5 - SqFt Coverage per sprinkler: 150 sf - SqFt Type of sprinklers calculated: 5.6K QR-SSU No. of sprinklers calculated: 10 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 273.307-GPM Type of system: Wet Grid Volume of dry or preaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department © 64.457 - Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department 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 VVdtI oupply UIV (.j) VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 9.238 C2 - Residual Pressure: 50.4 D2 - System Flow : 173.307 C2 - Residual Flow : 8000 D2 - System Pressure : 64.457 Hose ( Demand) : 100 D3 - System Demand : 273.307 Safety Margin : 20.077 150 140 130 p120 R11° E10° 90 - C1 - S80 - U 70 -D2 - - R 60 - C2 40 30 20 10 10002000 3000 4000 5000 6000 7000 8000 9000 FLOW ( NA 1.85 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now LJIdIdIII VANGUARD FIRE PROTECTION HME Whiptail Loop 15 HD1-. SGI 23 ZI - Z2 - 120 46.2 15 45.7 Z3 -. Z4 - Z5 - 26 - 121 30.1 62. I 108.8 15.5 47.1 I 27 Z8 - Z9 - 2104- 122 31.1 64.5 46.2 173.3 173.3 120 121+- 122<- 118*- MM- MZT 108.8 173.3 2.9 10 -4 30 T I I 2.91 2.9 I 2.9.1, 11 - 31 T I I 5.71 5.7 I 2.94, 12 -+32 I 8.61 8.6 2.84, 13 -, 33 'I' I I 1 I.P 11.3 I 3.4.1. 14 -+34 1' I 14.8 I 3-5 15 -, A 0 El - A 3.5 0.1. E2 -, B 3.5 3.5 A -*B -.E3-4E4-.35 3.5 3.5 1.8 1.8 1.8 16 -* E5 - E6 - E7 - E8 _ 36 t 1.8 1.8 -r I 20 I 153.3 Page 3 Date 11-19-16 ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now LJid will VANGUARD FIRE PROTECTION HME Whiptail Loop 12 2 21 17 E9 E10 E11 E124- 37 t 2 2 I 18 3.6 18 - 38 1' t I 144 159 I 4.81 19 - 39 T I 95 I 95 20 +- 200- 40 4.6 2.7 21 --+41 t .t I 16.0 156.5 I 1.91 22 4-42 T t I 14.f 158.5 1 3.31 23 +--43 t 1 I I I.f 161.7 I 5 1 24 +-44 1 t I 6.51 166.8 I 6.51 25 -45 Page 4 Date 11-19-16 2.9 8.6 14.8 20 14.4 104-11 12 4-13 4-14 15 4-16 17 4-18 4-19 4-20 5.7 11.3 18.2 18 9.5 14.1 14.8 6.5 200 21 +-22 - 23 - 24 - 25 18.8 11.6 2.9 8.6 14.8 155.1 155.3 163.8 156.5 161.7 173.3 173.3 173.3 173.3 114.5 114.5 114.5 30 -, 31 _+ 32 _, 33 34 _ MZT4- 35 - 36 - 37 - 38 - 39 40 - 41 - 42 - 43 - 44 _ 45 - FMI4- TR1 BR1 BRZ- MFD- FLG+- DI - UGI4- UG2+- BFI4- BF24- CMI4- SRC 5.7 11.3 158.6 153.3 159 159.2 158.5 166.8 173.3 173.3 173.3 173.3 114.5 114.5 156.8 158.8 LJGI4- BF3+- BF44- CM24- SAC 158.8 158.8 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riamyb uu ouiuiiiiiy VANGUARD FIRE PROTECTION Page 5 HME Whiptail Loop Date 11-19-16 Fitting Legend Abbrev. Name % % 1 1% 1% 2 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 F NFPA 13 45' Elbow I 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptail Loop Date 11-19-16 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. HD1 0.0 5.6 7.17 na 15.0 0.1 150 7.0 Zi 12.33 K = K © SG1 17.9 na 23.0 Z2 12.33 K=K@SG1 18.29 na 23.25 Z3 12.33 K=K@SG1 7.61 na 15.0 Z4 12.33 K=K@SG1 7.76 na 15.14 Z5 12.33 K=K©SG1 8.19 na 15.56 Z6 12.33 K=K@SG1 9.6 na 16.84 Z7 12.33 K=K@SGI 8.1 na 15.48 Z8 12.33 K=K@SG1 8.26 na 15.62 Z9 12.33 K = K © SGI 8.72 na 16.05 Z10 12.33 K=K@SGi 10.21 na 17.37 120 12.33 25.41 na 121 12.33 25.47 na 122 12.33 25.77 na 118 12.33 37.01 na MZB 12.33 38.23 na 10 31.58 3408 na ii 31.58 34.08 na 12 31.58 34.08 na 13 31.58 34.08 na 14 31.58 34.08 na 15 31.58 34.08 na El 32.58 33.65 na E2 32.58 33.65 na A 32.58 33.65 na B 32.58 33.65 na E3 32.58 33.65 na E4 32.58 33.64 na 16 31.58 34.08 na E5 32.58 33.65 na E6 32.58 33.65 na E7 32.58 33.65 na E8 32.58 33.65 na 17 31.58 34.09 na E9 32.58 33.65 na E10 32.58 33.65 na Eli 32.58 33.65 na E12 32.58 33.65 na 18 31.58 34.09 na 19 31.58 34.09 na 20 31.58 34.09 na 200 31.58 34.13 na 21 31.58 34.13 na 22 31.58 34.13 na 23 31.58 34.14 na 24 31.58 34.14 na 25 31.58 34.14 na 30 31.58 34.07 na 31 31.58 34.07 na 32 31.58 34.07 na 33 31.58 34.07 na 34 31.58 34.07 na MZT 31.58 34.07 na 35 31.58 34.07 na 36 31.58 34.08 na 37 31.58 34.09 na 38 31.58 34.1 na 39 31.58 34.11 na 40 31.58 34.12 na 41 31.58 34.13 na 42 31.58 34.14 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 43 31.58 34.14 na 44 31.58 34.15 na 45 31.58 34.16 na FM1 31.58 34.17 na TR1 31.58 34.23 na BRI 2.0 47.08 na BR2 2.0 47.08 na MFD 2.0 47.09 na FLG 0.0 47.97 na Dl -4.0 49.71 na UG1 -4.0 49.77 na UG2 -4.0 49.89 na BF1 -4.0 49.91 na BF2 -4.0 62.29 na CMI -9.0 6446 na SRC -9.0 64.46 na BF3 -4.0 49.93 na BF4 -4.0 62.28 na CM2 -9.0 64.45 na The maximum velocity is 11.17 and it occurs in the pipe between nodes Z10 and 122 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn HD1 15.00 1.049 IT 5.0 0.750 7.175 K Factor = 5.60 to 120.0 0.0 5.000 0.0 SG1 15.0 0.0763 0.0 5.750 0.439 Vel = 5.57 0.0 15.00 7.614 K Factor= 5.44 Z1 23.00 1.536 0.0 15.000 17.898 K Factor @ node SG1 to 120.0 0.0 0.0 0.0 Z2 23.0 0.0263 0.0 15.000 0.395 Vel = 3.98 Z2 23.25 1.536 4E 20.216 44.000 18.293 K Factor @ node SG1 to 120.0 IT 10.108 30.324 0.0 120 46.25 0.0958 0.0 74.324 7.120 Vel= 8.01 0.0 46.25 25.413 KFactor= 9.17 Z3 15.00 1.536 0.0 12.000 7.614 K Factor @ node SG1 to 120.0 0.0 0.0 0.0 Z4 15.0 0.0119 0.0 12.000 0.143 Vet = 2.60 Z4 15.14 1.536 0.0 10.080 7.757 K Factor © node SG1 to 120.0 0.0 0.0 0.0 Z5 30.14 0.0435 0.0 10.080 0.438 Vet = 5.22 Z5 15.56 1.536 0.0 15.000 8.195 K Factor© node SG1 to 120.0 0.0 0.0 0.0 Z6 45.7 0.0937 0.0 15.000 1.405 Vel = 7.91 Z6 16.84 1.536 6E 30.324 54.330 9.600 K Factor @ node SG1 to 120.0 IT 10.108 40.432 0.0 121 62.54 0.1675 0.0 94.762 15.868 VeI= 10.83 0.0 62.54 25.468 K Factor = 12.39 Z7 15.48 1.536 0.0 12.000 8.104 K Factor © node SG1 to 120.0 0.0 0.0 0.0 Z8 15.48 0.0127 0.0 12.000 0.152 Vel = 2.68 Z8 15.61 1.536 0.0 10.080 8.256 K Factor© node SG1 to 120.0 0.0 0.0 0.0 Z9 31.09 0.0459 0.0 10.080 0.463 Vet = 5.38 Z9 16.06 1.536 0.0 15.000 8.719 K Factor@ node SG1 to 120.0 0.0 0.0 0.0 ZIO 47.15 0.0993 0.0 15.000 1.489 Vel = 8.16 Z10 17.36 1.536 6E 30.324 47.330 10.208 K Factor © node SG1 to 120.0 IT 10.108 40.432 0.0 122 6451 0.1773 0.0 87.762 15.563 VeI= 11.17 0.0 64.51 25.771 K Factor= 12.71 120 46.25 2.635 0.0 8.000 25.413 to 120.0 0.0 0.0 0.0 121 46.25 0.0069 0.0 8.000 0.055 Vet = 2.72 121 62.54 2.635 0.0 9.000 25.468 to 120.0 0.0 0.0 0.0 122 108.79 0.0337 0.0 9.000 0.303 Vel = 6.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 122 64.52 2.635 2E 16.474 108.080 25.771 to 120.0 iT 16.474 32.948 0.0 118 173.31 0.0797 0.0 141.028 11.235 Vel = 10.20 118 0.0 2.635 1E 8.237 7.170 37.006 to 120.0 0.0 8.237 0.0 MZB 173.31 0.0796 0.0 15.407 1.227 Vel = 10.20 MZB 0.0 2.635 1E 8.237 27.670 38.233 to 120.0 IT 16.474 24.711 -8.337 MZT 173.31 0.0797 0.0 52.381 4.173 Vet = 10.20 0.0 173.31 34.069 KFactor= 29.69 10 -2.85 2.703 4E 37.301 145.670 34.078 to 120.0 4T 74.603 111.904 0.0 30 -2.85 0.0 0.0 257.574 -0.009 Vet = 0.16 0.0 -2.85 34.069 K Factor = -0.49 11 -2.86 2.703 4E 37.301 145.670 34.078 to 120.0 4T 74.603 111.904 0.0 31 -2.86 0.0 0.0 257.574 -0.009 Vet = 0.16 0.0 -2.86 34.069 K Factor = -0.49 12 -2.88 2.703 4E 37.301 145.670 34.078 to 120.0 4T 74.603 111.904 0.0 32 -2.88 0.0 0.0 257.574 -0.009 Vel = 0.16 0.0 -2.88 34.069 K Factor = -0.49 13 -2.75 2.703 8E 74.603 143.920 34.079 to 120.0 41 74.603 149.206 0.0 33 -2.75 0.0 0.0 293.126 -0.010 Vel = 0.15 0.0 -2.75 34.069 K Factor = -0.47 14 -3.41 2.703 4E 37.301 160.830 34.082 to 120.0 4T 74.603 111.904 0.0 34 -3.41 0.0 0.0 272.734 -0.013 Vet = 0.19 0.0 -3.41 34.069 K Factor = -0.58 15 -3.46 2.703 2T 37.301 39.250 34.083 to 120.0 0.0 37.301 -0.433 A -3.46 -0.0001 0.0 76.551 -0.004 Vel = 0.19 0.0 -3.46 33.646 K Factor = -0.60 El 0.0 2.703 iT 18.651 2.000 33.646 to 120.0 0.0 18.651 0.0 A 0.0 0.0 0.0 20.651 0.0 Vel = 0 0.0 0.0 33.646 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME WhiptaH Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E2 0.0 2.703 1 18.651 2.000 33.646 to 120.0 0.0 18.651 0.0 B 0.0 0.0 0.0 20.651 0.0 Vel = 0 0.0 0.0 33.646 K Factor = 0 A -3.46 2.703 0.0 11.000 33.646 to 120.0 0.0 0.0 0.0 B -3.46 0.0 0.0 11.000 0.0 Vel = 0.19 B 0.0 2.703 0.0 10.000 33.646 to 120.0 0.0 0.0 0.0 E3 -3.46 -0.0001 0.0 10.000 -0.001 Vet = 0.19 E3 0.0 2.703 0.0 10.000 33.645 to 120.0 0.0 0.0 0.0 E4 -3.46 0.0 0.0 10.000 0.0 Vel = 0.19 E4 0.0 2.703 2T 37.301 75.250 33.645 to 120.0 0.0 37.301 0.433 35 -3.46 -0.0001 0.0 112.551 -0.006 Vel = 0.19 0.0 -3.46 34.072 K Factor = -0.59 16 -1.80 2.703 2T 37.301 39.250 34.084 to 120.0 0.0 37.301 -0.433 E5 -1.8 0.0 0.0 76.551 -0.001 Vel = 0.10 E5 0.0 2.703 0.0 11.000 33.650 to 120.0 0.0 0.0 0.0 E6 -1.8 0.0 0.0 11.000 0.0 VeI= 0.10 E6 0.0 2.703 0.0 10.000 33.650 to 120.0 0.0 0.0 0.0 E7 -1.8 0.0 0.0 10.000 0.0 Vet = 0.10 E7 0.0 2.703 0.0 10.000 33.650 to 120.0 0.0 0.0 0.0 E8 -1.8 0.0 0.0 10.000 0.0 Vel= 0.10 E8 0.0 2.703 2T 37.301 75.250 33.650 to 120.0 0.0 37.301 0.433 36 -1.8 0.0 0.0 112.551 -0.002 Vet = 0.10 0.0 -1.80 34.081 KFactor= -0.31 17 2.04 2.703 2T 37.301 39.250 34.086 to 120.0 0.0 37.301 -0.433 E9 2.04 0.0 0.0 76.551 0.001 Vel = 0.11 E9 0.0 2.703 0.0 11.000 33.654 to 120.0 0.0 0.0 0.0 E10 2.04 0.0 0.0 11.000 0.0 Vel = 0.11 EIO 0.0 2.703 0.0 10.000 33.654 to 120.0 0.0 0.0 0.0 Eli 2.04 0.0 0.0 10.000 0.0 Vel= 0.11 Eli 0.0 2.703 0.0 10.000 33.654 to 120.0 0.0 0.0 0.0 E12 2.04 0.0001 0.0 10.000 0.001 Vel= 0.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E12 0.0 2.703 2T 37.301 75.250 33.655 to 120.0 0.0 37.301 0.433 37 2.04 0.0 0.0 112.551 0.002 Vet = 0.11 0.0 2.04 34.090 K Factor = 0.35 18 3.61 2.703 4T 74.603 145.500 34.087 to 120.0 0.0 74.603 0.0 38 3.61 0.0001 0.0 220.103 0.012 Vet = 0.20 0.0 3.61 34.099 K Factor = 0.62 19 4.83 2.703 4T 74.603 145.500 34.088 to 120.0 0.0 74.603 0.0 39 4.83 0.0001 0.0 220.103 0.020 Vet = 0.27 0.0 4.83 34.108 K Factor = 0.83 20 9.52 2.703 4T 74.603 58.000 34.088 to 120.0 0.0 74.603 0.0 200 9.52 0.0003 0.0 132.603 0.043 Vet = 0.53 200 -14.09 2.703 41 74.603 89.500 34.131 to 120.0 0.0 74.603 0.0 40 -4.57 -0.0001 0.0 164.103 -0.013 Vet = 0.26 0.0 -4.57 34.118 KFactor= -0.78 21 -2.70 2.703 4T 74.603 89.500 34.132 to 120.0 0.0 74.603 0.0 41 -2.7 0.0 0.0 164.103 -0.005 Vet = 0.15 0.0 -2.70 34.127 K Factor = -0.46 22 1.95 2.703 4T 74.603 89.500 34.133 to 120.0 0.0 74.603 0.0 42 1.95 0.0 0.0 164.103 0.003 Vel= 0.11 0.0 1.95 34.136 KFactor= 0.33 23 3.28 2.703 41 74.603 89.500 34.136 to 120.0 0.0 74.603 0.0 43 3.28 0.0 0.0 164.103 0.007 Vet = 0.18 0.0 3.28 34.143 K Factor = 0.56 24 5.05 2.703 41 74.603 89.500 34.136 to 120.0 0.0 74.603 0.0 44 5.05 0.0001 0.0 164.103 0.017 Vet = 0.28 0.0 5.05 34.153 K Factor = 0.86 25 6.51 2.703 4T 74.603 89.500 34.136 to 120.0 0.0 74.603 0.0 45 6.51 0.0002 0.0 164.103 0.027 Vet = 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'IC" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 6.51 34.163 KFactor= 1.11 10 2.85 4.31 0.0 9.670 34.078 to 120.0 0.0 0.0 0.0 11 2.85 0.0 0.0 9.670 0.0 Vel = 0.06 11 2.86 4.31 0.0 9.750 34.078 to 120.0 0.0 0.0 0.0 12 5.71 0.0 0.0 9.750 0.0 Vel = 0.13 12 2.88 4.31 0.0 12.500 34.078 to 120.0 0.0 0.0 0.0 13 8.59 0.0001 0.0 12.500 0.001 Vet= 0.19 13 2.75 4.31 4E 55.748 21.670 34.079 to 120.0 0.0 55.748 0.0 14 11.34 0.0 0.0 77.418 0.003 Vet = 0.25 14 3.41 4.31 0.0 11.670 34.082 to 120.0 0.0 0.0 0.0 15 14.75 0.0001 0.0 11.670 0.001 Vel= 0.32 15 3.46 4.31 0.0 10.000 34.083 to 120.0 0.0 0.0 0.0 16 18.21 0.0001 0.0 10.000 0.001 Vet = 0.40 16 1.80 4.31 0.0 9.000 34.084 to 120.0 0.0 0.0 0.0 17 20.01 0.0002 0.0 9.000 0.002 Vel = 0.44 17 -2.04 4.31 0.0 10.000 34.086 to 120.0 0.0 0.0 0.0 18 17.97 0.0001 0.0 10.000 0.001 Vel = 0.40 18 -3.62 4.31 0.0 10.000 34.087 to 120.0 0.0 0.0 0.0 19 14.35 0.0001 0.0 10.000 0.001 Vet = 0.32 19 -4.83 4.31 0.0 9.500 34.088 to 120.0 0.0 0.0 0.0 20 9.52 0.0 0.0 9.500 0.0 Vel = 0.21 0.0 9.52 34.088 K Factor = 1.63 200 14.09 4.31 0.0 10.000 34.131 to 120.0 0.0 0.0 0.0 21 14.09 0.0001 0.0 10.000 0.001 Vel = 0.31 21 2.70 4.31 0.0 10.000 34.132 to 120.0 0.0 0.0 0.0 22 16.79 0.0001 0.0 10.000 0.001 Vel = 0.37 22 -1.95 4.31 IT 27.874 8.000 34.133 to 120.0 0.0 27.874 0.0 23 14.84 0.0001 0.0 35.874 0.003 Vet = 0.33 23 -3.28 4.31 0.0 10.000 34.136 to 120.0 0.0 0.0 0.0 24 11.56 0.0 0.0 10.000 0.0 Vel = 0.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 24 -5.05 4.31 0.0 10.000 34.136 to 120.0 0.0 0.0 0.0 25 6.51 0.0 0.0 10.000 0.0 VeI= 0.14 0.0 6.51 34.136 K Factor = 1.11 30 -2.85 6.357 0.0 9.670 34.069 to 120.0 0.0 0.0 0.0 31 -2.85 0.0 0.0 9.670 0.0 Vet = 0.03 31 -2.86 6.357 0.0 9.750 34.069 to 120.0 0.0 0.0 0.0 32 -5.71 0.0 0.0 9.750 0.0 Vel = 0.06 32 -2.88 6.357 0.0 12.500 34.069 to 120.0 0.0 0.0 0.0 33 -8.59 0.0 0.0 12.500 0.0 Vet = 0.09 33 -2.75 6.357 0.0 12.420 34.069 to 120.0 0.0 0.0 0.0 34 -11.34 0.0 0.0 12.420 0.0 Vet= 0.11 34 -3.41 6.357 0.0 6.170 34.069 to 120.0 0.0 0.0 0.0 MZT -14.75 0.0 0.0 6.170 0.0 Vel = 0.15 MZT 173.31 6.357 0.0 3.500 34.069 to 120.0 0.0 0.0 0.0 35 158.56 0.0009 0.0 3.500 0.003 Vel = 1.60 35 -3.46 6.357 0.0 10.000 34.072 to 120.0 0.0 0.0 0.0 36 155.1 0.0009 0.0 10.000 0.009 Vel = 1.57 36 -1.80 6.357 0.0 10.000 34.081 to 120.0 0.0 0.0 0.0 37 153.3 0.0009 0.0 10.000 0.009 Vel= 1.55 37 2.04 6.357 0.0 10.000 34.090 to 120.0 0.0 0.0 0.0 38 155.34 0.0009 0.0 10.000 0.009 Vel = 1.57 38 3.61 6.357 0.0 10.000 34.099 to 120.0 0.0 0.0 0.0 39 158.95 0.0009 0.0 10.000 0.009 Vet = 1.61 39 4.84 6.357 0.0 9.500 34.108 to 120.0 0.0 0.0 0.0 40 163.79 0.0011 0.0 9.500 0.010 Vel= 1.66 40 -4.58 6.357 0.0 10.000 34.118 to 120.0 0.0 0.0 0.0 41 159.21 0.0009 0.0 10.000 0.009 Vel = 1.61 41 -2.69 6.357 0.0 10.000 34.127 to 120.0 0.0 0.0 0.0 42 156.52 0.0009 0.0 10.000 0.009 Vel = 1.58 42 1.94 6.357 0.0 8.000 34.136 to 120.0 0.0 0.0 0.0 43 158.46 0.0009 0.0 8.000 0.007 Vel = 1.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 43 3.29 6.357 0.0 10.000 34.143 to 120.0 0.0 0.0 0.0 44 161.75 0.0010 0.0 10.000 0.010 VeI= 1.64 44 5.05 6.357 0.0 10.000 34.153 to 120.0 0.0 0.0 0.0 45 166.8 0.0010 0.0 10.000 0.010 VeI= 1.69 45 6.51 6.357 0.0 4.000 34.163 to 120.0 0.0 0.0 0.0 FM1 173.31 0.0012 0.0 4.000 0.005 VeI= 1.75 FMi 0.0 8.249 1 21.141 168.830 34.168 to 120.0 0.0 21.141 0.0 TRI 173.31 0.0003 0.0 189.971 0.058 Vel = 1.04 TRI 0.0 8.249 1S 52.853 27.080 34.226 to 120.0 lB 14.094 108.055 12.811 BR1 173.31 0.0003 iT 41.108 135.135 0.041 Vel = 1.04 BRI 0.0 8.249 0.0 1.500 47.078 to 120.0 0.0 0.0 0.0 BR2 173.31 0.0007 0.0 1.500 0.001 Vel = 1.04 BR2 0.0 8.249 IT 41.108 0.750 47.079 to 120.0 0.0 41.108 0.0 MFD 173.31 0.0003 0.0 41.858 0.013 Vel = 1.04 MFD 0.0 8.249 IE 21.141 3.670 47.092 to 120.0 0.0 21.141 0.866 FLG 173.31 0.0003 0.0 24.811 0.008 Vel = 1.04 FLG 0.0 8.27 IE 28.468 10.000 47.966 to 140.0 0.0 28.468 1.732 DI 173.31 0.0002 0.0 38.468 0.009 Vel = 1.04 DI 0.0 7.68 2E 45.11 118.000 49.707 to 150.0 iT 43.857 93.979 0.0 UGI 173.31 0.0003 IG 5.012 211.979 0.061 VeI= 1.20 UG1 -58.79 7.68 5F 56.388 798.000 49.768 Qa = 100 to 150.0 iT 43.857 150.367 0.0 UG2 114.52 0.0001 2E 45.11 948.367 0.127 Vel = 0.79 IG 5.012 UG2 0.0 7.68 IE 22.555 69.000 49.895 to 150.0 0.0 22.555 0.0 BFI 114.52 0.0001 0.0 91.555 0.012 Vel = 0.79 BF1 0.0 8.27 iT 55.354 20.000 49.907 to 140.0 2E 56.936 112.290 12.367 *Fixed loss - 12.367 BF2 114.52 0.0001 IZim 0.0 132.290 0.014 VeI= 0.68 BF2 0.0 11.2 1G 6.645 55.000 62.288 to 150.0 iT 66.446 73.090 2.166 CMI 114.52 0.0 0.0 128.090 0.002 Vel= 0.37 CMi 0.0 15.94 1G 14.305 255.000 64.456 to 140.0 0.0 14.305 0.0 SRC 114.52 0.0 0.0 269.305 0.001 VeI= 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 15 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. NC" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 114.52 64.457 KFactor= 14.26 UGI 158.78 7.68 5F 56.388 575.000 49.768 to 150.0 IT 43.857 100.245 0.0 BF3 158.78 0.0002 0.0 675.245 0.165 Vel = 1.10 BF3 0.0 8.27 iT 55.354 20.000 49.933 to 140.0 2E 56.936 112.290 12.324 Fixed loss 12.324 BF4 158.78 0.0002 IZim 0.0 132.290 0.026 Vel = 0.95 BF4 0.0 11.2 iF 14.397 62.000 62.283 to 150.0 1G 6.645 87.487 2.166 CM2 158.78 0.0 IT 66.446 149.487 0.005 Vel = 0.52 CM2 0.0 15.94 3G 42.916 340.000 64.454 to 140.0 0.0 42.916 0.0 SRC 158.78 0.0 0.0 382.916 0.003 Vel = 0.26 0.0 158.78 64.457 K Factor= 19.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : HME Whiptail Loop Building Location : Whiptail Loop Carlsbad CA System : Area #3 Proof Contract Data File HME Mezzanine System Area #3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page I HME Whiptail Loop Date 11-19-16 HYDRAULIC CALCULATIONS for Project name: HME Whiptail Loop Location: Whiptail Loop Carlsbad CA Drawing no: Date: 3-19-17 Design Remote area number: Area #3 Proof Remote area location: Mezzanine Occupancy classification: Light Hazard Density: .10 - Gpm/SqFt Area of application: 1012.5 - SqFt Coverage per sprinkler: 200 sf - SqFt Type of sprinklers calculated: 5.6K QR-SSP No. of sprinklers calculated: 7 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 251.149-GPM Type of system: Wet Grid Volume of dry orpreaction system: N/A - Gal Water supply information Date: 11-14-2016 Location: Whiptail Loop E of Gazelle Court Source: Carlsbad Fire Department 57.134-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire department 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 VVdI.l OUJJIy LPUJV #) VANGUARD FIRE PROTECTION Page 2 HME Whiptail Loop Date 11-19-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 9.996 C2 - Residual Pressure: 50.4 D2 - System Flow : 151.149 C2 - Residual Flow : 8000 02 - System Pressure : 57.134 Hose ( Demand) : 100 D3 - System Demand : 251.149 Safety Margin : 27.410 150 140 130 p120 R11° E10° 90 s 80 U 70 fl2 R 60 C2 E 50D3 40 30 . . 20 10 ±D1 10002000 3000 4000 5000 6000 7000 8000 9000 FLOW (N ' 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuw UididiIl VANGUARD FIRE PROTECTION Page 3 HME Whiptail Loop Date 11-19-16 20 61.3 P1 - P2 - P3 - 115 40.2 t I 61.3 20 61. P4 - P5 - P6 - 116 40.3 28.5 P7 - 117 I 122.7 151.1 151.1 115 116 117 118 MZØ_ MZT 122.7 151.1 2.5 10 -+30 -t I I 2.51 2.5 I 2.5.. 11 -+31 T I I 5 1 2.5. 12 .-* 32 t I I 7.51 7.5 2.41 13 -* 33 1- I I 9.91 9.9 I 3.I 14 -*34 -t 12.9 I 15 -* A 0 El 4-A 1 3 0.I. E2 - B 3 3 A -.B -)E3--3E4-4.35 3 3 1.6 1.6 1.6 16 -*E5 -)E6 -E7 -*E8 -+36 t 1.6 1.6 t I 17.5 I 133.7 I 1.8 1.8 1.81 17 _ E9 _ EIO4- E11 E124- 37 t 1.8 1.8 I 15.7 Corn outer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuw L1idldliI VANGUARD FIRE PROTECTION HME Whiptail Loop I 3.2 18 +-38 t t 12.f 138.6 I 4.21 19 +-39 t I 8.3 I 8.3 20 +-200-+40 4 2.4 21 - 41 T T 1 14.f 136.5 I 1.71 22 4-42 T 1- I 12.p 138.2 I 2.91 23 -43 1- -1- I 10.1 141.1 I 4.41 24 - 44 .r t I 5.71 145.5 I 5.71 25 - 45 Page 4 Date 11-19-16 2.5 7.5 12.9 17.5 12.5 104-11 +-12 4-13 +-14 4-15 4-16 4-17 4-18 4-19 +-20 5 9.9 15.9 15.7 8.3 12.3 12.9 5.7 200+- 21 - 22 - 23 - 24 - 25 14.6 10.1 2.5 7.5 12.9 135.3 135.5 142.8 136.5 141.1 151.1 151.1 151.1 151.1 104.6 104.6 1046 30 - 31 -+32 _, 33 -, 34 _ MZT+- 35 - 36 - 37 - 38 - 39 i-. 40 _ 41 - 42 <- 43 _ 44 - 45 - FMI+- TRI+- BRI+- BR2+- MFQ_ FLG+- DI - UGI+- UG2+- BF1- BF2E- CMI+- SRC 5 9.9 138.3 133.7 138.6 138.9 138.2 145.5 151.1 151.1 151.1 151.1 104.6 104.6 146.6 146.6 UGI*- BF3+- BF4+- CMZ- SRC 146.6 146.6 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 rituiys USeU OUtIIIIIdI VANGUARD FIRE PROTECTION HME Whiptail Loop Fitting Legend Abbrev. Name B NFPA 13 Butterfly Valve E NFPA 13 90 Standard Elbow F NFPA 13 45' Elbow G NFPA 13Gate Valve S NFPA 13 Swing Check I NFPA 1390' Flow thru Tee Zim Wilkins 375ADA Page 5 Date 11-19-16 % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch 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. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 HME Whiptait Loop Date 11-19-16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. P1 14.08 5.6 12.76 na 20.0 0.1 200 7.0 P2 14.08 5.6 13.04 na 20.23 0.1 200 7.0 P3 14.08 5.6 14.1 na 21.03 0.1 200 7.0 P4 14.08 5.6 12.82 na 20.05 0.1 200 7.0 P5 14.08 5.6 13.11 na 20.27 0.1 200 7.0 P6 14.08 5.6 14.17 na 21.08 0.1 200 7.0 P7 14.08 5.6 25.9 na 28.5 0.1 200 7.0 115 12.33 29.63 na 116 12.33 29.76 na 117 12.33 30.24 na 118 12.33 30.96 na MZB 12.33 31.92 na 10 31.58 26.83 na 11 31.58 26.83 na 12 31.58 26.83 na 13 31.58 26.83 na 14 31.58 26.83 na 15 31.58 26.83 na El 32.58 26.39 na E2 32.58 26.39 na A 32.58 26.39 na B 32.58 26.39 na E3 32.58 26.39 na E4 32.58 26.39 na 16 31.58 26.83 na ES 32.58 26.4 na E6 32.58 26.4 na E7 32.58 26.4 na E8 32.58 26.4 na 17 31.58 26.83 na E9 32.58 26.4 na EIO 32.58 26.4 na Eli 32.58 26.4 na E12 32.58 26.4 na 18 31.58 26.83 na 19 31.58 26.83 na 20 31.58 26.83 na 200 31.58 26.87 na 21 31.58 26.87 na 22 31.58 26.87 na 23 31.58 26.87 na 24 31.58 26.87 na 25 31.58 26.87 na 30 31.58 26.82 na 31 31.58 26.82 na 32 31.58 26.82 na 33 31.58 26.82 na 34 31.58 26.82 na MZT 31.58 26.82 na 35 31.58 26.82 na 36 31.58 26.83 na 37 31.58 26.83 na 38 31.58 26.84 na 39 31.58 26.85 na 40 31.58 26.86 na 41 31.58 26.86 na 42 31.58 26.87 na 43 31.58 26.88 na 44 31.58 26.88 na 45 31.58 26.89 na FMI 31.58 26.89 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 HME Whiptail Loop Date 11-19-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. TR1 31.58 26.94 na BRI 2.0 39.78 na BR2 2.0 39.78 na MFD 2.0 39.79 na FLG 0.0 40.67 na Dl -4.0 42.41 na UG1 -4.0 42.45 na 100.0 UG2 -4.0 42.56 na BFI -4.0 42.57 na BF2 -4.0 54.96 na CMI -9.0 57.13 na SRC -9.0 57.13 na BF3 -4.0 42.6 na BF4 -4.0 54.96 na CM2 -9.0 57.13 na The maximum velocity is 10.63 and it occurs in the pipe between nodes P6 and 116 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe Pv **** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P1 20.00 1.536 0.0 14.250 12.755 K Factor= 5.60 to 120.0 0.0 0.0 0.0 P2 20.0 0.0204 0.0 14.250 0.290 Vel = 3.46 P2 20.23 1.536 0.0 14.250 13.045 K Factor = 5.60 to 120.0 0.0 0.0 0.0 P3 40.23 0.0740 0.0 14.250 1.054 Vet= 6.97 P3 21.02 1.536 2T 20.216 71.500 14.099 K Factor = 5.60 to 120.0 0.0 20.216 0.758 115 61.25 0.1611 0.0 91.716 14.776 VeI= 10.61 0.0 61.25 29.633 K Factor = 11.25 P4 20.05 1.536 0.0 14.250 12.816 K Factor = 5.60 to 120.0 0.0 0.0 0.0 P5 20.05 0.0204 0.0 14.250 0.291 Vet = 3.47 P5 20.27 1.536 0.0 14.250 13.107 K Factor= 5.60 to 120.0 0.0 0.0 0.0 P6 40.32 0.0743 0.0 14.250 1.059 Vet = 6.98 P6 21.08 1.536 2T 20.216 71.500 14.166 K Factor =5.60 to 120.0 0.0 20.216 0.758 116 61.4 0.1618 0.0 91.716 14.841 Vet= 10.63 0.0 61.40 29.765 KFactor= 11.25 P7 28.50 1.536 2T 20.216 71.500 25.896 K Factor= 5.60 to 120.0 0.0 20.216 0.758 117 28.5 0.0391 0.0 91.716 3.587 Vet= 4.93 0.0 28.50 30.241 K Factor = 5.18 115 61.25 2.635 0.0 11.330 29.633 to 120.0 0.0 0.0 0.0 116 61.25 0.0117 0.0 11.330 0.132 Vel= 3.60 116 61.40 2.635 0.0 11.330 29.765 to 120.0 0.0 0.0 0.0 117 122.65 0.0420 0.0 11.330 0.476 Vet = 7.22 117 28.50 2.635 0.0 11.670 30.241 to 120.0 0.0 0.0 0.0 118 151.15 0.0619 0.0 11.670 0.722 Vel= 8.89 118 0.0 2.635 1E 8.237 7.170 30.963 to 120.0 0.0 8.237 0.0 MZB 151.15 0.0619 0.0 15.407 0.953 Vet = 8.89 MZB 0.0 2.635 1 8.237 27.670 31.916 to 120.0 iT 16.474 24.711 -8.337 MZT 151.15 0.0618 0.0 52.381 3.239 Vel = 8.89 0.0 151.15 26.818 KFactor= 29.19 10 -2.49 2.703 4E 37.301 145.670 26.826 to 120.0 4T 74.603 111.904 0.0 30 -2.49 0.0 0.0 257.574 -0.007 Vet = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -2.49 26.819 K Factor= -0.48 11 -2.49 2.703 4E 37.301 145.670 26.826 to 120.0 41 74.603 111.904 0.0 31 -2.49 0.0 0.0 257.574 -0.007 Vet = 0.14 0.0 -2.49 26.819 K Factor= -0.48 12 -2.51 2.703 4E 37.301 145.670 26.826 to 120.0 4T 74.603 111.904 0.0 32 -2.51 0.0 0.0 257.574 -0.007 Vet = 0.14 0.0 -2.51 26.819 KFactor= -0.48 13 -2.40 2.703 8E 74.603 143.920 26.826 to 120.0 41 74.603 149.206 0.0 33 -2.4 0.0 0.0 293.126 -0.007 VeI 0.13 0.0 -2.40 26.819 K Factor= -0.46 14 -2.97 2.703 4E 37.301 160.830 26.829 to 120.0 41 74.603 111.904 0.0 34 -2.97 0.0 0.0 272.734 -0.010 Vet= 0.17 0.0 -2.97 26.819 K Factor= -0.57- 15 -3.02 2.703 21 37.301 39.250 26.830 to 120.0 0.0 37.301 -0.433 A -3.02 0.0 0.0 76.551 -0.003 Vel = 0.17 0.0 -3.02 26.394 K Factor= -0.59 El 0.0 2.703 iT 18.651 2.000 26.394 to 120.0 0.0 18.651 0.0 A 0.0 0.0 0.0 20.651 0.0 Vet = 0 0.0 0.0 26.394 K Factor = 0 E2 0.0 2.703 IT 18.651 2.000 26.393 to 120.0 0.0 18.651 0.0 B 0.0 0.0 0.0 20.651 0.0 Vet = 0 0.0 0.0 26.393 K Factor = 0 A -3.02 2.703 0.0 11.000 26.394 to 120.0 0.0 0.0 0.0 B -3.02 -0.0001 0.0 11.000 -0.001 Vet= 0.17 B 0.0 2.703 0.0 10.000 26.393 to 120.0 0.0 0.0 0.0 E3 -3.02 0.0 0.0 10.000 0.0 Vet= 0.17 E3 0.0 2.703 0.0 10.000 26.393 to 120.0 0.0 0.0 0.0 E4 -3.02 -0.0001 0.0 10.000 -0.001 Vet= 0.17 Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E4 0.0 2.703 2T 37.301 75.250 26.392 to 120.0 0.0 37.301 0.433 35 -3.02 0.0 0.0 112.551 -0.004 Vel= 0.17 0.0 -3.02 26.821 K Factor= -0.58 16 -1.57 2.703 2T 37.301 39.250 26.830 to 120.0 0.0 37.301 -0.433 E5 -1.57 0.0 0.0 76.551 -0.001 Vel = 0.09 E5 0.0 2.703 0.0 11.000 26.396 to 120.0 0.0 0.0 0.0 E6 -1.57 0.0 0.0 11.000 0.0 Vel = 0.09 E6 0.0 2.703 0.0 10.000 26.396 to 120.0 0.0 0.0 0.0 E7 -1.57 0.0 0.0 10.000 0.0 Vel= 0.09 E7 0.0 2.703 0.0 10.000 26.396 to 120.0 0.0 0.0 0.0 E8 -1.57 0.0 0.0 10.000 0.0 Vel = 0.09 E8 0.0 2.703 2T 37.301 75.250 26.396 to 120.0 0.0 37.301 0.433 36 -1.57 0.0 0.0 112.551 -0.001 Vel= 0.09 0.0 -1.57 26.828 K Factor= -0.30 17 1.78 2.703 2T 37.301 39.250 26.832 to 120.0 0.0 37.301 -0.433 E9 1.78 0.0 0.0 76.551 0.001 Vel = 0.10 E9 0.0 2.703 0.0 11.000 26.400 to 120.0 0.0 0.0 0.0 EIO 1.78 0.0 0.0 11.000 0.0 VeI= 0.10 EIO 0.0 2.703 0.0 10.000 26.400 to 120.0 0.0 0.0 0.0 Eli 1.78 0.0 0.0 10.000 0.0 VeI= 0.10 Eli 0.0 2.703 0.0 10.000 26.400 to 120.0 0.0 0.0 0.0 E12 1.78 0.0 0.0 10.000 0.0 Vel = 0.10 E12 0.0 2.703 2T 37.301 75.250 26.400 to 120.0 0.0 37.301 0.433 37 1.78 0.0 0.0 112.551 0.002 Vel = 0.10 0.0 1.78 26.835 KFactor= 0.34 18 3.15 2.703 41 74.603 145.500 26.832 to 120.0 0.0 74.603 0.0 38 3.15 0.0 0.0 220.103 0.010 Vel = 0.18 0.0 3.15 26.842 K Factor= 0.61 19 4.22 2.703 4T 74.603 145.500 26.833 to 120.0 0.0 74.603 0.0 39 4.22 0.0001 0.0 220.103 0.016 Vel = 0.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'Cfl or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 4.22 26.849 K Factor = 0.81 20 8.30 2.703 4T 74.603 58.000 26.833 to 120.0 0.0 74.603 0.0 200 8.3 0.0003 0.0 132.603 0.034 Vet = 0.46 200 -12.29 2.703 4T 74.603 89.500 26.867 to 120.0 0.0 74.603 0.0 40 -3.99 -0.0001 0.0 164.103 -0.011 VeI= 0.22 0.0 -3.99 26.856 K Factor= -0.77 21 -2.35 2.703 4T 74.603 89.500 26.868 to 120.0 0.0 74.603 0.0 41 -2.35 0.0 0.0 164.103 -0.005 Vel = 0.13 0.0 -2.35 26.863 K Factor= -0.45 22 1.70 2.703 4T 74.603 89.500 26.868 to 120.0 0.0 74.603 0.0 42 1.7 0.0 0.0 164.103 0.002 Vet= 0.10 0.0 1.70 26.870 K Factor= 0.33 23 2.86 2.703 4T 74.603 89.500 26.870 to 120.0 0.0 74.603 0.0 43 2.86 0.0 0.0 164.103 0.006 Vet = 0.16 0.0 2.86 26.876 K Factor = 0.55 24 4.40 2.703 4T 74.603 89.500 26.871 to 120.0 0.0 74.603 0.0 44 4.4 0.0001 0.0 164.103 0.013 Vet = 0.25 0.0 4.40 26.884 K Factor = 0.85 25 5.68 2.703 4T 74.603 89.500 26.871 to 120.0 0.0 74.603 0.0 45 5.68 0.0001 0.0 164.103 0.021 Vel = 0.32 0.0 5.68 26.892 K Factor = 1.10 10 2.49 4.31 0.0 9.670 26.826 to 120.0 0.0 0.0 0.0 11 2.49 0.0 0.0 9.670 0.0 Vet = 0.05 11 2.49 4.31 0.0 9.750 26.826 to 120.0 0.0 0.0 0.0 12 4.98 0.0 0.0 9.750 0.0 Vet= 0.11 12 2.51 4.31 0.0 12.500 26.826 to 120.0 0.0 0.0 0.0 13 7.49 0.0 0.0 12.500 0.0 Vet = 0.16 13 2.40 4.31 4E 55.748 21.670 26.826 to 120.0 0.0 55.748 0.0 14 9.89 0.0 0.0 77.418 0.003 Vet = 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 14 2.97 4.31 0.0 11.670 26.829 to 120.0 0.0 0.0 0.0 15 12.86 0.0001 0.0 11.670 0.001 Vel = 0.28 15 3.02 4.31 0.0 10.000 26.830 to 120.0 0.0 0.0 0.0 16 15.88 0.0 0.0 10.000 0.0 Vel = 0.35 16 1.57 4.31 0.0 9.000 26.830 to 120.0 0.0 0.0 0.0 17 17.45 0.0002 0.0 9.000 0.002 Vel = 0.38 17 -1.78 4.31 0.0 10.000 26.832 to 120.0 0.0 0.0 0.0 18 15.67 0.0 0.0 10.000 0.0 Vel = 0.34 18 -3.15 4.31 0.0 10.000 26.832 to 120.0 0.0 0.0 0.0 19 12.52 0.0001 0.0 10.000 0.001 Vel = 0.28 19 -4.22 4.31 0.0 9.500 26.833 to 120.0 0.0 0.0 0.0 20 8.3 0.0 0.0 9.500 0.0 Vel = 0.18 0.0 8.30 26.833 K Factor= 1.60 200 12.29 4.31 0.0 10.000 26.867 to 120.0 0.0 0.0 0.0 21 12.29 0.0001 0.0 10.000 0.001 Vel = 0.27 21 2.35 4.31 0.0 10.000 26.868 to 120.0 0.0 0.0 0.0 22 14.64 0.0 0.0 10.000 0.0 Vel = 0.32 22 -1.70 4.31 iT 27.874 8.000 26.868 to 120.0 0.0 27.874 0.0 23 12.94 0.0001 0.0 35.874 0.002 Vel = 0.28 23 -2.86 4.31 0.0 10.000 26.870 to 120.0 0.0 0.0 0.0 24 10.08 0.0001 0.0 10.000 0.001 Vel = 0.22 24 -4.40 4.31 0.0 10.000 26.871 to 120.0 0.0 0.0 0.0 25 5.68 0.0 0.0 10.000 0.0 Vel = 0.12 0.0 5.68 26.871 KFactor= 1.10 30 -2.49 6.357 0.0 9.670 26.819 to 120.0 0.0 0.0 0.0 31 -2.49 0.0 0.0 9.670 0.0 Vel = 0.03 31 -2.49 6.357 0.0 9.750 26.819 to 120.0 0.0 0.0 0.0 32 -4.98 0.0 0.0 9.750 0.0 Vel = 0.05 32 -2.51 6.357 0.0 12.500 26.819 to 120.0 0.0 0.0 0.0 33 -7.49 0.0 0.0 12.500 0.0 Vel = 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 33 -2.40 6.357 0.0 12.420 26.819 to 120.0 0.0 0.0 0.0 34 -9.89 0.0 0.0 12.420 0.0 Vel = 0.10 34 -2.97 6.357 0.0 6.170 26.819 to 120.0 0.0 0.0 0.0 MZT -12.86 -0.0002 0.0 6.170 -0.001 Vel = 0.13 MZT 151.14 6.357 0.0 3.500 26.818 to 120.0 0.0 0.0 0.0 35 138.28 0.0009 0.0 3.500 0.003 Vel = 1.40 35 -3.01 6.357 0.0 10.000 26.821 to 120.0 0.0 0.0 0.0 36 135.27 0.0007 0.0 10.000 0.007 Vet = 1.37 36 -1.57 6.357 0.0 10.000 26.828 to 120.0 0.0 0.0 0.0 37 133.7 0.0007 0.0 10.000 0.007 Vel= 1.35 37 1.78 6.357 0.0 10.000 26.835 to 120.0 0.0 0.0 0.0 38 135.48 0.0007 0.0 10.000 0.007 Vet = 1.37 38 3.15 6.357 0.0 10.000 26.842 to 120.0 0.0 0.0 0.0 39 138.63 0.0007 0.0 10.000 0.007 Vet = 1.40 39 4.22 6.357 0.0 9.500 26.849 to 120.0 0.0 0.0 0.0 40 142.85 0.0007 0.0 9.500 0.007 Vet = 144 40 -3.99 6.357 0.0 10.000 26.856 to 120.0 0.0 0.0 0.0 41 138.86 0.0007 0.0 10.000 0.007 Vel = 1.40 41 -2.36 6.357 0.0 10.000 26.863 to 120.0 0.0 0.0 0.0 42 136.5 0.0007 0.0 10.000 0.007 Vet = 1.38 42 1.71 6.357 0.0 8.000 26.870 to 120.0 0.0 0.0 0.0 43 138.21 0.0008 0.0 8.000 0.006 Vet = 1.40 43 2.86 6.357 0.0 10.000 26.876 to 120.0 0.0 0.0 0.0 44 141.07 0.0008 0.0 10.000 0.008 Vet = 1.43 44 4.40 6.357 0.0 10.000 26.884 to 120.0 0.0 0.0 0.0 45 145.47 0.0008 0.0 10.000 0.008 Vet = 1.47 45 5.68 6.357 0.0 4.000 26.892 to 120.0 0.0 0.0 0.0 FM1 151.15 0.0008 0.0 4.000 0.003 Vet = 1.53 FM1 0.0 8.249 1 21.141 168.830 26.895 to 120.0 0.0 21.141 0.0 TR1 151.15 0.0002 0.0 189.971 0.045 Vet = 0.91 TR1 0.0 8.249 1S 52.853 27.080 26.940 to 120.0 1 14.094 108.055 12.811 BRI 151.15 0.0002 1 41.108 135.135 0.033 VeI= 0.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. foci.or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR1 0.0 8.249 0.0 1.500 39.784 to 120.0 0.0 0.0 0.0 BR2 151.15 0.0 0.0 1.500 0.0 Vel = 0.91 BR2 0.0 8.249 IT 41.108 0.750 39.784 to 120.0 0.0 41.108 0.0 MFD 151.15 0.0002 0.0 41.858 0.010 Vel = 0.91 MFD 0.0 8.249 1E 21.141 3.670 39.794 to 120.0 0.0 21.141 0.866 FLG 151.15 0.0002 0.0 24.811 0.006 Vet = 0.91 FLG 0.0 8.27 IE 28.468 10.000 40.666 to 140.0 0.0 28.468 1.732 DI 151.15 0.0002 0.0 38.468 0.007 Vel = 0.90 DI 0.0 7.68 2E 45.11 118.000 42.405 to 150.0 iT 43.857 93.979 0.0 UG1 151.15 0.0002 1G 5.012 211.979 0.048 Vel= 1.05 UGI -46.58 7.68 5F 56.388 798.000 42.453 Qa = 100 to 150.0 iT 43.857 150.367 0.0 UG2 104.57 0.0001 2E 45.11 948.367 0.107 Vet = 0.72 IG 5.012 UG2 0.0 7.68 IE 22.555 69.000 42.560 to 150.0 0.0 22.555 0.0 BFI 104.57 0.0001 0.0 91.555 0.010 VeI= 0.72 BFI 0.0 8.27 IT 55.354 20.000 42.570 to 140.0 2E 56.936 112.290 12.382 Fixed loss 12.382 BF2 104.57 0.0001 iZim 0.0 132.290 0.013 Vet = 0.62 BF2 0.0 11.2 IG 6.645 55.000 54.965 to 150.0 IT 66.446 73.090 2.166 CMI 104.57 0.0 0.0 128.090 0.002 Vet = 0.34 CMI 0.0 15.94 1G 14.305 255.000 57.133 to 140.0 0.0 14.305 0.0 SRC 104.57 0.0 0.0 269.305 0.001 Vet = 0.17 0.0 104.57 57.134 K Factor = 13.83 UGI 146.58 7.68 5F 56.388 575.000 42.453 to 150.0 IT 43.857 100.245 0.0 BF3 146.58 0.0002 0.0 675.245 0.142 Vel = 1.02 BF3 0.0 8.27 IT 55.354 20.000 42.595 to 140.0 2E 56.936 112.290 12.343 *Fixed loss - 12.343 BF4 146.58 0.0002 IZim 0.0 132.290 0.022 Vet = 0.88 BF4 0.0 11.2 iF 14.397 62.000 54.960 to 150.0 iG 6.645 87.487 2.166 CM2 146.58 0.0 IT 66.446 149.487 0.005 Vel = 0.48 CM2 0.0 15.94 3G 42.916 340.000 57.131 to 140.0 0.0 42.916 0.0 SRC 146.58 0.0 0.0 382.916 0.003 Vel = 0.24 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 15 HME Whiptail Loop Date 11-19-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 146.58 57.134 K Factor= 19.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 909 Bel,able Model N25 (SIN RA0912) Early Suppression Fast Response Sprinkler Product Description The Reliable Model N25 Early Suppression Fast Re- sponse Sprinkler (ESFR/Quick Response Storage Sprin- kler) is intended for use against severe fire challenges. This sprinkler is designed to respond quickly to growing fires and will deliver a heavy water discharge to "sup- press" rather than "control." Note: The Model N25 ESFR sprinkler utilizes a levered fusible alloy solder link in either a 165°F (74°C) or a 212°F (100°C) rating. FM Global considers this a "Quick Response" storage sprinkler for use per FM Data Sheet 8-9. The sprinkler has a Nominal K Factor of 25.2 (metric 362) and will deliver approximately 98 gpm (371 L/min) of water at 15 psi (1 bar). The smaller deflector and frame provide a broad, very symmetrical, hemispherical pattern capable of sup- pressing fires between sprinklers in high storage height areas and at the same time retaining a high momentum central core to penetrate and suppress fires occurring directly beneath the sprinkler in low storage height ar- eas. The N25 ESFR sprinkler is also less susceptible to damage due to smaller deflector and frame design. The lighter N25 ESFR passed rough use and abuse test in the labs without plastic protectors. Application and Installation The Model N25 is an ESFR sprinkler is intended for installation in accordance with NFPA 13 and is a OR Storage Sprinkler for use in all FM Loss Prevention Data Sheets as well as approval of the Authority Having Ju- risdiction. The Model N25 ESFR sprinkler is designed for ceiling only sprinkler system with no in-rack sprinklers required. Protection of (but not limited to) most encapsulated or non-encapsulated (including cartoned unexpanded) plastics. Model N25 ESFR is also use for protection of cartoned exposed expanded plastics as well as some storage arrangements of rubber tires, rolled paper, and aerosols. Model N25 ESFR Sprinkler Design Criteria General guidelines: Sprinkler Position: Pendent, align frame arms with the pipe. Deflectors should be parallel with the ceil- ing or roof. System Type: Wet Pipe Systems Only Maximum area of coverage: 100 ft2 (9.3m2), greater coverage area are allowable in some cases. Minimum area of coverage: 64 ft' (5.8m2) Maximum slope ceiling: 2/12 pitch (9.5°) Maximum spacing: 12 ft (3.7m) for building heights up to 30 It (9.1m) and 10 feet (3.1m) for building heights greater than 30 ft (9.1rn) Minimum spacing: 8 feet (2.4m) Deflector distance from walls: At least 4 inches (102mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Deflector to Top of Storage: at least 36 in (914mm). Deflector to ceiling Distance: 6 - 18 in (152 - 457mm). Center Line of Thermal Sensing Element To Ceiling Distance: 4 - 17 in (101.6 - 425mm). Listings and Approvals 1. FM Approved as a quick response storage sprinkler. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data: Sprinkler Maximum Ambient Sprinkler Classification Temperature Link Frame Temperature Approvals Identification I Color Color Number OF I °C OF I °C (SIN) Ordinary 165 I 74 Black Uncolored 100 38 FM RA0912 Intermediate 212 100 White White 150 66 FM Material Data: Frame Deflector I Load Screw I Lever I Strut I Link Assembly Cap I Washer I Kick Spring Stainless Stainless Stainless Beryllium Nickel, Brass Beryllium Stainless Brass Bronze Steel Steel Steel j Soldered Nickel Steel /> / V I - / ArMBY \\ / flLfl cipr\J I ,--rr rnino• \ / / r ( r JUC Fig. 1 2. Storage Type NFPA FM Open Frame (that is, no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage Refer to NFPA 13, Refer to FM 8-9. of Class l-IV and Group A or B Plastics Chapters 16 and 17. Solid Pile or Palletized Storage of Class I-IV Refer to NFPA 13, and Group A or B Plastics Chapters 14 and 15. Refer to FM 8-9. Idle Pallet Storage Refer to NFPA 13, Chapter 12. Refer to FM 8-24. Rubber Tire Storage Re NFPA 13 t Refer o , Chapter 18. Refer to FM 8-3. Rotted Paper Storage (Refer to the standard) Refer to NFPA 13, Chapter 19. Refer to FM 8-21. Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. Refer to FM 7-29. Aerosol Storage (Refer to the standard) Refer to NFPA 30B. Refer to FM 7-31. Automotive Components In Portable Racks Refer to NFPA 13, Refer to FM 8-1 and 8-9. (Control mode only; refer to the standard) Chapter 20, TABLE 1 COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR MODEL ESFR-25 PENDENT SPRINKLERS 3. Installation Data Sprinkler Type Thread Size "K" Factor Maximum Working Pressure Finish s u etric M Pendent Only 1' NPT 25.2 362 (Ri) 175 psi (12,1 bar) Bronze Maintenance The Model N25 ESFR Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinkler with soap and water, ammo- nia or any other cleaning fluid. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be main- tained in the original cartons and packaging until used, to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Once operated, automatic sprinklers cannot be reassem- bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- placement sprinklers should be provided for this purpose. ft' V ----7--: z 'S Model N25 ESFR Sprinkler Specification Sprinklers shall be Early Suppression Fast Response (ESFR) pendent suppression mode sprinklers specifically tested and [FM Approved] for commodity storage applica- tions. Sprinkler frame and deflector to be of bronze con- struction. Fusible link assembly shall utilize the strut and lever principle of operation with approved fast response black-painted or white-painted beryllium-nickel thermal element. Water seal shall consist of a Teflon-coated Bell- ville spring washer and brass cap assembly containing no plastic parts. ESFR sprinklers shall have a nominal K-factor of 25.2 with 1" NPT threaded end connections. Sprinkler temperature rating shall be [Ordinary 165°F (741C)] [Inter- mediate 212°F (10000)]. Fig. 3- Model N Wrench Use only the Model N sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. Note: When handling sprinklers, hold sprinklers only on frame arms and do not apply any force on the link as- sembly. Sprinklers should be tightened between 22 - 30 ft-lbs (29.8 - 40.7 Nm) torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced im- mediately. Ordering Information Specify: Temperature rating Thread type 1" NPT or ISO 7-R1 Fig. 2 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled li - - ®(800) 431-1588 Sales Offices Paper Hea Die (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EQ. Printed in U.S.A. 10113 P/N 9999970454 Bulletin 014 Rev. N nel,a bl 0 Model Fl FR Series Quick Response Glass Bulb Sprinklers Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1FR56LL & F1FR42LL NSF Certified Low Lead Spunkier Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model Fl FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus). FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS SchadenverhUtung GmbH (VdS) NSF Certified to NSF/ANSI Standard 61 Annex G (NSF) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-4025 1 (RA1425), 0786-CPD-40252 (RA1 475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Reliable Automatic Sprinkler Co., Inc., 103 Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/Fl/F2 Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP 4.. XLH Pendent XLH Upright Pendent F1/F2 Product Description Reliable Model Fl FR series sprinklers - are quick-response automatic sprin- klers with a glass bulb thermal element. Model F1FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model Fl FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model Fl FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model Fl FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal side- wall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model El FR series sprinkler configurations. Model Fl FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model El, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model El FR series sprinkler. Model Fl and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1 FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model Fl ER Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. 2. Model F1ER Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model El FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model El FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model El ER Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model Fl ER56 Concealed Pendent and Model El FR56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model COP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model El FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NFl standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Diameter Office Deflector! Orientation Nominal Sprinkler Height _____ Installation Wrench SIN Listings and Approvals Approval Notes US Metric inches mm inches mm F1FR28 2.8 40 3/8 10 Pendent 2.25 57 DorW2 RA1411 cULus 2 Recessed Pendent 225 57 GFR2 RA1411 cULus 2 Upright 225 57 DorW2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 DorW2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS F1FR42 4.2 60 7/16 10 Pendent 2.25 57 DorW2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 225 57 DorW2 RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH (F1FR42 with Pintle) 4.2 60 7/16 10 Pendent 225 57 DorW2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1FR56 5.6 80 1/2 15 Pendent 2.25 57 DorW2 RA1414 cULus, FM, LPcB, VdS, EC 1,2,3,4 ______ Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM , LPcB, VdS, Ec 1,2,3,4 concealed Pendent 225 57 RC1 RA1414 cULus,VdS,Ec 5,6 Upright 2.25 57 D or W2 RA1425 cULus, FM, LPCB, vds, 1,2,3,4 "Conventional (Pendent or Upright)" 2.25 57 D or W2 RA1475 LPcB, VdS, EC 4 F1FR56LL 5.6 80 1/2 15 Pendent 2.25 57 D or W2 RA1415 cULus, ULH 1 Recessed Pendent 225 57 GFR2 RA1415 cULus, ULH concealed Pendent 225 57 RC1 RA14151 cULus, ULH 6 F1FR56 5.6 80 1/2 15 Horizontal Sidewall 263 67 D or W2 RA1435 cULus, FM 1,2,3,7 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 DorW2 RA1485 ______ cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. Available with FM approved Polyester coating in black or white. Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the Fl FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the Fl FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil- ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the Fl FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. Listed and Approved Temperature Ratings Model Deflector/ Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (650C) Max. Ambient Temp. High Temp. Classification 225°F (107°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating 200°F (93°C) Temp. Rating 286° F (141°C) Temp. Rating Orange Bulb Red Bulb I Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus I - Upright cULus Pendent VdS Fl FR40 Recessed Pendent VdS I Pendent cULus F1FR42 Recessed Pendent cULus I -- _________ Upright cULus Pendent -- cULus,N -- F1FR42LL _________ Recessed Pendent -- cULus, NSF -- Pendent cULus F1FRXLH Recessed Pendent cULus -- _________ Upright cULus Pendent cULus, FM. LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS. EC -- F1FR56 Concealed Pendent* cULus I cULusVdS,EC I cULus - Upright cULus, FM, LPCB, VdS, EC 'Conventional (Pendent or Upright)" LPCB VdS EC Pendent -- cULus, NSF -- Fl FR56LL Recessed Pendent -- cULus, NSF -- _________ Concealed Pendent" -- cULus. NSF -- Horizontal Sidewall cULus, FM Fl FR56 _________ Recessed Horizontal Sidewall cULus, FM -- F1FR56 Vertical Sidewall (Pen- dent or_Upright) cULus, FM, LPCB * Model Fl FR56 Concealed Pendent and Fl FR5GLL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons D Model Fl Model F2 Model FP Model Orientation (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN 3/4-Inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS,E F1FR56LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1415 F1FR56 Recessed Horizontal Sidewall I cULus cULus, FM cULus RA1435 4. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH DOSS Fl ESCUTCHEON 3/4719mm] ADJUSTMENT F2 ESCUTCHEON 1/2712.7mm] ADJUSTMENT 2 I/4 HOLE DL4. [57.2mm] I 15/76" 0/A [49.2mm] L—__+----j F 1' (1 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/879.5mm/ F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4719mm //////( I TAT MINIMUM RECESS 3/879.5mml Fl ESCUTCHEON J f3.2mmJ AT MINIMUM RECE SS = 1-5/8741.3mm,) AT MAXIMUM RECESS = 7/8722.2mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8 "[28.6mm] AT MINIMUM RECESS = 1-5/8741.3mm] 2 27/32 0/4. [72.2mm] Model El FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon 1 X 1/2 2 5/6" 0/A. [66,7mm] tr " " REDUCER HOLE IN CEILING I I 2 5/16" 0/A. [58.7mm] CUP CEILING A I i FACE OF FITTING WSW AT MAXIMUM RECESS = l-1/2738mmJ TO FACE OF CEILING I DIMENSION AT MINIMUM RECESS = 1725.4mm,) AT MAXIMUM RECESS = 9/16714.3mm,) 12712.7mm] J AT MINIMUM RECESS = 1725.4mm] ADJUSTMENT 3 1/4"DIA. [82.6mm] Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8'T9.5rim] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] AT MINIMUM RECESS = 3/8'[9.5mm] 2 1/4" HOLE 0/A. [5 7.2mm] 1" X 1/2" REDUCER Fl ESCUTCHEON M( M/IIIFMUM 1-5161L,34.9-M] AT MINIMUM RECESS = 2- l/16"[52.4mm] F2 ESCUTCHEON AT MAX/MUM RECESS = 1-5/8"[41.3mm] AT MINIMUM RECESS = 2-1/16 "[52.4mm] I I 1 15/16" DIA.JiL [49.2mm] .111 I 11111 TURN COLLAR UNTIL —' TIGHT AGAINST SPRINKLER WRENCH BOSS. 1lIIJff ff 2 27/32" 0/A. I Fl ESCUTCHEON [ 3/4 "[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2 "[12.7mm] ADJUSTMENT ! (1) 4"-12" [101.6mm-304.8mm] CEILING TO DEFLECTOR RECESSED HSW W/F1 OR F2 ESCUTCHEON o'.v=. (1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Hg. 3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model Fl or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW -------------- _fl 2 5/" 0/A CUP O3V CEILING —J 1/2" MAX. Cot/ER ADJUSTMENT COVER PLATE ASSEMBLY 5/16" 0/A. SPRINKLER IliliL —2 5/8" 0/A. HOLE IN CEILING I 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION / 15/16" S. CONCEALED, 1/2" ADJUSTMENT Fig, 4 Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment- Model CCP cover plate I" x 1/2" REDUCING TEE OR ELBOW L4 '.----' 2 5/16" 0/A --—H-F CUP U1 III UI> CEILING -i---- - - 5/16" MAX. - COVER ADJUSTMENT / j 00 COVER PLATE / ASSEMBLY 3 5/16 0/A SPRINKLER 1 - 2 5/8" DIA. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4" CONCEALED, 5116" ADJUSTMENT 0177502A Fig. 5-Model El FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model COP cover plate Maintenance The Model Fl FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) Standard Finishes Sprinkler Escutcheon Cover platet11 Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (43(5X6) White Painted Speal Application Finishes Sprinkler Escutcheon Cover plate> Electroless Nickel PTFE>7' Electroless Nickel PTFE Bright Brass Bright Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2)>6> Black Paint Off White Off White>403> Off White Satin Chrome Chrome Dull Chrome Dull (1) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. >2> cULus Listed only. >> 200°F (93°C) maximum. >> cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. )> FM Approvals finish as Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. >> LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. >7) cULus listed Corrosion Resistant 7 Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PIFE Adhesive Tape Bulb: Glass Ordering information Specify: Sprinkler Model: [F1FR28][F1FR40][F1FR42] [Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R112] Sprinkler Temperature Rating: [135°F (57°C)][155°F (68°C)] [175°F (79°C)] [200°F (93°C)] [286°F (141°C)] Sprinkler Finish Escutcheon Model: [F1][F2][FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile COP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][ 165°F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. TO NEXT DEVICE OR EOLR OWES 1216-3 ,) POTTER The Symbol of Protection SASH SERIES SPRINKLER ALARM SELE CT-A- STROBE/HORN®/SIGN COMBINATION UL Listed Strobe Horn Dimensions: 10-3/4" h x 9" w x 4-1/2' d Voltages Available: SAS1I-24 (12/24 VDC) SASH-120 (120 VAC) Environment: Indoor or Outdoor use Weatherproof backbox is included with both models Termination: Separate terminals for horn and strobe Finish: Red with white lettering Stock number: 1000755 SASH-24 Stock number: 1000760 SASH-120 The SASH series is a multitone sstrobe/horn combination designed for use as an audio visual indication for automatic sprinkler systems. It can be installed in conjunction with or in place of water motor gongs. Wiring Information SASH-24 STROBE/HORN POWERED STROBE/HORN POWERED BY SAME CIRCUIT TO NEXT DEVICE BY SEPERATE CONTROLS TO NEXT DEVICE SWITCHES 7 & S ON OR SOLE SWITCHES 7 & ION OR EOLR STROBE/HORN - OFF STROBE/HORN - ON + -00 PACP FACP OWES 1216.1 STROBE CIRCUIT HORN CIRCUIT SASH-120 IVSRI 1 I FLOW SWITCH I SASH-120 AC I I HOT/UNE ® -® LOAD COM N.O. AC NEUTRAL DWQS 1216-2 Potter Electric Signal Company, LLCSt. Louis, MOCust Service: 866-572-3005 -Tech Support: 866-956-0988. Canada 888-882-1833'wwwpottersignal.com PRINTED IN USA MFG. #5401216 - REV A PAGE I OF I 8110 FIRE ALARM BELLS Four wire, 120 and 24 volt Indoor and outdoor installation 120 VAC: 6",B", 10" 24 VAC: 6", 10" ® 10 DIA. GONG ,- - - - \ 8' OIA. GONG 6" 01k GONG \b') \ \ 4-3/8" 7 RATING 6' GONG SIZE 5' GONG SIZE Rated Sound Level Rated Sound Level Rated Sound Level VOLTAGE Current at 1 Meter Current at 1 Meter Current at 1 Meter 6VDC 25OmA 95dB 250mA 95dB 250mA 95dB 12VDC 180mA 95dB 180mA 95dB 180mA 96d9 24VDC 100mA 95dB lOOmA 95dB lOOmA 96dB 120VAC 25mA 95dB 25mA 95dB 25mA 98dB 220VAC 20mA 95db 1 20rnA 95db I 20rnA 97db fl h2j 0 Back Box L I I item #6515120 I Sold Seperately Dimensions on page 2 WIRING INSTRUCTIONS D.C. BELLS (observe polarity) RED (IN) / RED from control panel I to next bell or or preceding bell ~~BLAGK stor BLCKN UT) When electrical supervisor is required use in and out leads as shown. Observe polarity to ring DC bells Red wires positive (+) Black wires negative (-) A.C. BELLS When electrical supervisor is required use in and out leads as shon. When using AC bells, terminate each extra wire separately after last bell End-of-line resistor is not required on AC bells. White wire is neutral, Black wire is hot. from control p preceding INSTALLATION I. The bell should be mounted a minimum of 8 ft from the floor or as close to the ceiling as possible. Remove the gong Connect the wiring (see diagram). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents ca n n o t assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products methods of use or preparation prior to use mentioned in our literature It i s VSR (E)POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number 2" DN50 VSR-2 1144402 2 1/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 3 1/2" - VSR-3 1/2 1144435 4" DNIOO VSR-4 1144404 5" - VSR-5 1144405 6" DNl50 VSR-6 1144406 8" DN200 I VSR-8 1144408 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 UL, CUL and CSFM Listed, FM Approved, LPCBApproved, For CE Marked (EN12259-5) fVdSApproved model use VSR-EU Service Pressure- 4SO PSI (31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)- UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps mm. at 24VDC Conduit Entrances: Two knockouts provided for 1/2' conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NEMA 4f1P54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 àWARNING Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. CAUTION Waterfiow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. Important: This document contains important information on the installation and operation of the VSR waterfiow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterfiow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is Ut Listed for use on a steel pipe; schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant sizes 2" - 6" and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC cover tamper switch is available as an option which may be used approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. The VSR may also be used as a sectional waterfiow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED TNUSA MFG. #5401146 - REV M PAGE 1 0F4 11115 DA VEER m ±2mm MAX. DNSO ONLY (E) POTTER VANE TYPLRFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6 (15 cm) of a fitting which changes the direction of the waterfiow or within 24 (60 cm) of a valve or drain. NOTE: Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. I). The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. Do not obstruct or otherwise prevent the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm. If an alarm is not desired, a qualified technician should disable the alarm system. DONOTLEAI'ECOJ'ER OFF FOR Retard Adjustment Fig. 1 AN EXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the minimum required to prevent false alarms TIGHTEN NUTS -' ALTERNATELY MOUNT ON PIPE SO ARROW ON SADDLE -POINTS IN DIRECTION OF %, OF CAUTION Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size Correct Incorrect Pod POd D'REcT'o''Jiita WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION \VATERFLOV N OF OF activates device in one direction onh) USE (2) 5180162 ADAPTERS AS SHOWN ABOVE Dwa 1146-Il DWG fl46.E Compatible Pipe/ Installation Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness __________ Hole Size U-Bolt Nuts Torque Lightwall Schedule 10 (UL) Schedule 40 (UL) BS-138 (LPC) DN (VDS) inch nun inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-rn VSR-2 2 DN50 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25±125/- . 062 33.012.0 VSR-2 1/2 2.5 - 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - - VSR-2 1/2 - DN65 3.000 76.1 1 - - - - - - 0.142 3.6 0.102 2.6 VSR-3 3 1 DNSO 3.500 88.9 1 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 2.00±125 50.8±2.0 20 27 VSR-3 1/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - - VSR-4 4 - DNIOO 4.500 - 114.3 - .084 - 2.134 - 0.120 3.05 0.237 6.02 - 0.177 4.5 - 0.126 3.2 VSR-S 5 - 5.563 141.3 - - 0.134 3.40 0.258 6.55 - - - - - - - VSR-6 6 DN150 6.625 168.3 .115 2.921 1 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 8.625 219.1 - - 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA .MFG. 45401146 - REV M PAGE 2 OF 4 Il/is Fig. 4 Fig. 3 Break out thin section of cover when wiring both switches from one conduit entrance. Fig. 2 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. reates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. Switch Terminal Connections Clamping Plate Terminal 0*0. V1140—t6 A WARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8" of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. L/ owa INAL PIPE WA. +1.75 in (+443 MM) FOR ON SO— ON 652-2.5 in INAL PIPE DIA. +2.125 in (+54.0 MM) FOR ONtO— ON 200 3—Sin GREEN GROUND SCREWS DWG 1146.15 (E)POTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 5 Typical Electrical Connections Notes: The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 4). CONNECTOR NEUTRAL FROM *81ELIBREARER NEUTRAL FROM S BREAKER I IMP rRnM R1lPa000 EOL (End OfLinoResIslo,) NOTE When connecting to UL Listed coot,ol parsel, use the pnnn15 Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig. 6 Mounting Dimensions 5.56 1 T in (141.2 m)H Fig. 7 PRINTED IN USA MFG. #5401146- REV M PAGE 3 OF 4 11115 DO NOT REMO' (2) RETARD HOL SCREWS (2) LOCATE' BOSSES IN] VSR ® POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterfiow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030 (see Fig. 8). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 8) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterfiow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. Remove the retard assembly by lifting it straight up over the tripstem. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. Re-install the (2) original mounting screws. Reconnect all wires. Perform a flow test and place the system back in service. Fig 8 REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH SMBLY TO BASE BREAKOUTTHINSECTIONOFCOVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL RIOUNG RETARD/SWI / 7/SCREWS TCI-I ASSEMBLY DWG# 1146-10 Removal of Waterfiow Switch To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterfiow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen nuts and remove U-bolts. Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterfiow detector saddle. Lift detector clear of pipe. PRINTED IN USA MFG. 45401146 - REV M PAGE 4 OF 4 11(15 USIED IAPPROVED For ListinWApproval Details and Umitations, visit our website at www.wwitnit.coln or contact an MaiP Sales Representativ 1 Welded Outlet Fittings ANVIL For Fire Protection & Other Low Pressure Piping Systems SPF Welded Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings - specifically designed and manufactured to be installed on proprietary thin wall flow pipe, Schedule 5, 10, and 40 standard wall pipes. SPF Welded Outlets are forged steel welding outlet Fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53. SPF Welded Outlet Fittings employ a low weld volume design to provide either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Threads comply with ANSI B1.20.1. The SPF Welded Outlets are UL Listed and FM Approved for use conforming to the requirements of NFPA 13. SPF L Welded Outlet Fittings are rated for 300 psi when used in fire sprinkler system applications. Outlet Model SPF WELDED IOUTLET Outlet Pipe Size Iilk'[* Header Pipe Size Rated Pressure In In Pig MTWr40 11/4, 1½, 2, 21/2, 3, 4 ½- B (Sch.1O, 40) 300 4,6 (EZ-Ftow) ½ -4 (Sch. 5, DynoFlow) 2 GR-40 1-8 ______________________________ 1¼-8(5h.10 ' 40) 300 2½ -8 (Sch. 5, DynaFlow) 21/2-8 Size-on size (ie. 2 x 2) SPF Welded Outlet Fittings are not FM Approved. FM rated working pressure when welded on Sch. 5 or tightwaD pipe is 175 psi. Refer to the UL and FM websites for the most current pressure ratings. PROJECT INFORMATI ON APPROVAL STAMP Project: Approved Address: jJ Approved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF-8.14 Welded Outlet Fittings SPF Welded Outlets are designed and Manufac- tured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. SPF Welded Outlets install with less weld volume than any other brand of welding outlet fittings for Fire sprinkler applications. To accomplish this: The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn- through or excessive distortion. On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 11/211 and larger, whether female threaded, cut grooved or beveled requires the some hole size in the header pipe. This simplifies the installation process. GENERAL SPECIFICATIONS Welded outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install SPF Welded Outlets. Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads. SPF Welded Outlets threaded and grooved velding outlet fittings are UL/ULC Listed and FM pproved for use in the fire sprinkler systems nstalled in accordance with the requirements of NFPA 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. SPF Welded Outlets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. SPF Welded Outlets are identified by a lot number that provides full traceability. FOR YOUR PIPING SYSTEMS SPECIFY SPF WELDED OUTLETS Branch Outlet Fittings shall be SPF Welded Outlets, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI B1.20. 1 and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA 13, and pressure rated for 300 PSI maximum. SPF-8.14 Standard 90° Elbow for Fire Protection MANVIL 4LOK tr. i: FIGURE 7050S* STANDARD 90' ELBOW Nominal O.D. Rated Max.Center Approx. Size pressure to End Wt. Ea. lnJDN(mm) InJmm PSI/her InJmm LbsjKg 1 1.315 300 21/4 0.6 25 1 33.4 20.7 1 57 0.3 11/4 1.660 300 2Y4 1.0 32 42.2 20.7 70 0.5 1½ 1.900 300 2Y4 1.2 40 48.3 20.1 10 0.5 2 2.375 300 31/4 1.7 50 1 60.3 20.1 83 0.8 21/2 2.875 300 31/4 2.6 65 73.0 20.1 1 95 7.2 30.0. 2.996 300 4 3.6 16.1 76.1 20.7 102 1.6 3 3.500 300 41/4 4.0 80 1 88.9 20.7 108 7.8 4 4.500 300 5 7.1 700 114.3 20.7 721 3.5 5'/z0.0. 5.500 300 51/4 70.9 139.7 139.7 20.7 1 133 4.9 5 5.563 300 51h 11.1 125 1 747.3 20.1 740 5.0 6'/20.D. 6.500 300 6/2 11.4 165.1 165.1 20.7 165 7.9 6 6.625 300 61/2 16.5 150 768.3 20.7 165 1.5 8 8.625 300 71/4 30.6 200 279.1 20.1 1 791 73.9 10 10.750 300 9 53.5 250 I 273.7 20.7 229 24.3 12 12.750 300 10 t37 82 300 323.9 20.1 254 .2 These fittings are designed to provide minimal pressure drop and uniform strength. <e> €:VdS LWE11 APPROVED - Available galvanized. For Usllngs/dpprovat Details and Umilalions. visit our website at w.an.motactanAnsiP Sates Represontative. • When ordering, refer to product as FP7050S. MATERIAL 11:1 1 1 J I'll ['lfl II.] i. I CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: o Rust inhibiting paint Color: ORANGE (standard) or DHot Dipped Zinc Galvanized conforming to ASTM A-i 53 (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series For additional sizes, see Fig. 7050 in the Gruvlok Catalog or contact an Anvil Representative. PROJECT IuIIINFORMATION 1 Project: 1J Approved Address: []Approved as noted Contractor: i:i Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 .w. C to E [.111 Standard Tee for Fire Protection ANVIL J\TLOK C to E I These fittings are designed to provide minimal pressure drop and uniform strength. VdS L1ED APPROVED H 10-Available galvanized. For UstngsiApprovai Details Bud Umituiono, visit our websito at www.arr.dtatt.com or cuntuet on dnsiP Sates Representative. • When ordering, refer to product as FP70605. MATERIAL SPECIFICATIONS CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: o Rust inhibiting paint Color: ORANGE (standard) or OHot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series I[c1.lJ: L0I:i01ia'°1I.71: Nominal 01) Rated Center Approx. Size Pressure to End WI. Ea. l&/ON(mm) lnjmm PSI/bar InJmnt lbsjkg 1 1.315 300 21/4 0.9 25 33.4 20.7 57 0.4 11/4 1.660 300 2/t 1.5 32 42.2 20.1 10 0.1 1½ 1.900 300 2% 1.8 40 48.3 20.1 70 0.8 2 2.375 300 31/4 2.4 50 60.3 20.1 83 1.1 21h 2.875 300 31/4 4.0 65 73.0 20.1 95 1.8 30.0. 2.996 300 4 4.6 76.1 16.1 20.7 101 2.1 3 3.500 300 41/4 5.8 80 88.9 20.1 108 2.6 4 4.500 300 5 10.3 100 114.3 20.1 121 4.7 51/2O.O. 5.500 300 5/2 16.1 139.7 139.1 20.7 140 7.3 5 5.563 300 51h 16.2 125 741.3 20.7 140 1.3 6'/,O.D. 6.500 300 6/u 24.4 165.1 165.1 20.7 165 11.1 6 6.625 300 61h 25.7 150 768.3 20.7 765 II.! 8 8.625 300 71/4 41.1 200 279.1 20.7 791 18.6 10 10.750 300 9 74.5 250 213.7 20.1 229 33.8 12 12.750 300 10 94.7 300 323.9 20.1 254 43.0 Additional sizes available, see GnMok Catalog or contact an Anvil Representative. PROJECT INFORMATION APPROVAL ISTAMP I Project: iJ Approved Address: [-]Approved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 4i14LOK The Gruvloke Figure 7000 Lightweight Coupling is designed for applications where system flexibility is desired. The Figure 7000 lightweight Coupling is approximately 30% lighter in weight than the Figure 7001 Coupling. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. The Figure 7000 Lightweight Coupling with a Pre-lubricated Grade "E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". C(Dus 1~r ! E~ LISTED APPROVED For Uslings(Approval Detah and Llndlalions, visit our website at www.anvSntcotn or contact an Anvil' Sales Representative. - Available galvanized. When ordering, refer to product as FP7000. MATERIAL SPECIFICATIONS HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-I 83 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: LI Rust inhibiting point Color: ORANGE (standard) 0 Hot Dipped Zinc Galvanized (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: Standard Gruviok Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. El Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range)(-40°C to 66°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvtok XtremeTM Lubricant is required. 0 Grade "EP" EPDM (Green and Red color code) -40°F to 250°F (Service Temperature Range)(-40°C to 121'C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: Standard C Style El Flush Gap PROJECT INFORMATION APPROVAL STAMP Project: LI Approved Address: EjApproved as noted Contractor: LI Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 rLOK [FIGURE 7000ILIGHTWEIGHT COUPLING Nominal Pipe ' Max. Max End Range of Deflection From Coupling Dimensions Coupling Bolts 'Specified Torque § ' Approx. Size 0.0. Working Pressurek Load Pipe End Separation WI. Ea. Per Coupling Pipe - X - V - Z - Wy. _________ Size Mm. ______________ j Max. !n/DN(mn,) lnjmm PSI/bar Lbs/kN In/mm Degrees In/Ft In/mm In/mm In/mm In/mm FtLbs./Nm Lbs/Kg 1 '14 1.660 600 1,299 04/32 10 5, 0.23 21/4 4% 13/4 2 %x21/4 30 45 1.4 32 1 42.2 41.4 1 5.18 0.0.79 18.8 /011i44 M10x51 I 40 60 1 0.6 1½ 1.900 600 1,701 1k1/32 00 57' 0.20 3 41/8 1% 2 %x2Y4 30 45 1.5 40 48.3 41/ 7.57 0.0.19 17.5 76 117 44 MWx51 40 60 01 2 2.375 600 2,658 0-½2 00 45 0.16 31h 51h 13/4 2 %x21/4 30 45 1.7 50 80.3 41.4 J1.83 00.79 17.1 59 140 44 Mi0x57 40 60 0.8 21/2 2.8/5 600 3,895 0-Va? 0°37' 0.13 4 5% 1% 2 %x2¼ 30 45 1.9 65 73.0 41.4 17.33 00.79 105 102 146 44 - !$!0K57 40 80 0.9 30.0. 2.296 800 4,230 O0. 0°36' 0/3 4 6v' 15 2.3 76.1 76.1 41.4 18.82 0-0.79 10.4 102 156 44 - MIOx 51 40 60 1.0 3 3.500 600 5,773 0-Va? 0°31' 0.11 41A 6% 1% 2 ½x2% 80 100 2.9 80 88.9 41.4 25.68 00.19 8.9 1/1 1/i 44 - /Ai270 1W 150 1.3 4/0.0. 4.250 60.1 8,512 0 V, 76' 010 5 1/ 2 2 ).3 80 100 4.0 108.0 108.0 41.4 31.86 0-2.38 58.7 140 197 51 M12x76 110 150 1.8 4 4.500 600 9,543 0-3/32 10 12' 0.67 57, BYe 2 2 ½x3 80 100 4.6 100 114.3 41.4 42,45 02.35 55.5 149 206 51 /$12x14 110 150 2.I 5/0,0. 5.236 503 1(j,166 133.0 133.0 34.5 47.89 0-2.38 41.7 165 232 51 - M16x85 135 175 2.6 5/0.0. 5.500 500 11,879 0i G'59' 0.54 6) 9) 2 2 - 100 ISO 6 139.7 139.7 34.5 52.84 0-2.38 45.4 171 238 51 1 M16x85 1 135 175 2.7 5 5.563 500 12,153 0-3/3 0°58' 0.54 1 91/8 2 2 %x3½ 100 130 6.1 125 141.3 34.5 54.06 0.2.38 45.1 118 244 51 - /41885 135 175 7.8 8/0.0. 6.252 50.3 15,384 0.'): 051' 0.48 h. 10') 2 2 ')x3/ 100 130 7.7 159.0 159.0 34.5 68.43 0-2.38 ________ 39.8 191 264 51 M16x85 135 175 3.0 6)0.0. 6.50.3 500 16,592 0' 050' 0.46 I) 10/ 2 2 - 100 130 7.0 165.1 165.1 34.5 73.80 0-2.38 1 34.8 197 273 51 - M16x85 135 175 3.2 6 6.625 500 11,236 04/a2 ' 0°49' 0.45 8 11 2 2 %x3½ 100 130 8.1 i 5 167.3 34.5 76.6/ 07.38 37.8 203 219 57 - 6116 :85 135 115 3.7 8 8.625 500 29,213 1 0-Iai 0°37' 0.35 10 131/4 2% 2 %x4½ 130 180 14.2 200 217.7 343 12995 02.39 29,1 264 337 60 - 6120x HO 175 245 6.4 Not for use in copper system. Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubted for cut groove pipe. § - For additional Bolt Torque information see Technical Data Section. A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, FM, VdS and I.PCB pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Other sizes available, see GnMok Catalog or contact on Anvil Representative. FP-4.12 FA-WARNING] For dry pipe systems and freezer applications lubrication of the gasket is required, GruvlokO Xtrernerm Lubricant is required. Rigidlite® Coupling LJTLOK The Gruvlok® Figure 7400 Rigidlite Coupling is specially de- signed to provide a rigid, locked-in pipe connection to meet the specific demands of rigid design steel pipe. Fast and easy swing-over installation of the rugged lightweight housing produces a secure, rigid pipe loint. The Figure 7400 Rigidlite Coupling is UI/ULC Listed, LPCB, VdS and FM Approved for fire protection service in both wet and dry systems, with roll grooved or cut grooved steel pipe prepared in accordance with Gruviok grooving specifications. Working pressure ratings shown are For reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. The Figure 7400 Rigidlite Coupling with a Pre-Lubricated Grade "E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". ANVIL C @ us <~> 0 Lam APPROVED For Livliogo/Approvat Details arot Uaritotl000, volt our website at www.anoWvd.com or c000aar an ArrslP Sates flepr8000taSer 70 -Available galvanized. When ordering, refer to product as Ff7400. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-i 83 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: Rust inhibiting paint Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other available options: Example: RA13000 or RAL9000 Series For other coating requirements contact on Anvil Representative. LUBRICATION: Standard GrtMok Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range)(-40°C to 66°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruviok XtremeTM Lubricant is required. 0 Grade "Er EPDM (Green and Red color code) -40°F to 250°F (Service Temperature Range)(-40°C to 121°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: El Standard C Style 0 Flush Gap PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Rigidlite® Coupling ANVIL J\TLOK IFIGURE L 00 RIGIDLITE@ COUPLING H Nominal ripe Max. max.Working Range of Coupling Dimensions Coupling Bolts Spedfied Torque § A Approx. Size O.D. PressureA End Load Pipe End Separation X V Z Qty. Size Mm. Max. Wt. Ea ln./DN(mm) lnjmm PSI/bar LbslkN In1mm InJmm In-IM!" In./mm In1mm FL-Lbs./N.m lbs/Kg 1¼ 1.660 300 649 0-552 21/8 41/4 1% 2 %x2¼ 30 45 1.3 32 42.2 20.7 2.89 00.79 67 121 44 Ml0x51 40 60 0.6 11/2 1.900 300 851 0/i 2% 4% 1% 2 3/rx21/4 30 45 1.4 40 48.3 20.7 3.15 00.19 13 124 44 - M10x51 40 60 0.6 2 2.375 300 1,329 0452 31/4 51h 1/4 2 %x2% 30 45 1.6 50* 60.3 20.1 5.91 00.79 83 740 44 - M10x51 1 40 60 0.1 21/2 2.875 300 1,948 0-/32 3% 6 11/4 2 %x2% 30 45 1.9 65 13.0 20.1 8.66 00.19 98 752 44 M10x51 40 60 0.9 30.0. 2.996 300 2,115 0½' 4 51/5 1114 2 'Is x2¼ 30 45 7.9 76.1 76.1 20.7 9.41 00.79 102 149 44 - MIO ax 57 40 60 0.9 3 3.500 300 2,886 0-'/32 41h 61/4 1% 2 Mx 2% 30 45 2.1 80 88.9 20.1 12.84 00.19 114 171 44 M1000 40 60 7.0 4 4.500 300 4,771 0-/22 51/8 71/4 1% 2 %x23/4 30 45 3.1 700 774.3 20.7 27.22 0-2.38 143 197 48 - M10x10 40 60 7.4 5½ 0.0. 5.500 300 7,127 0442 6314 9½ 2 2 ½x3 80 700 4.5 139.7 139.7 20.7 31.70 0-2.38 171 235 51 M12x76 110 150 2.0 5 5.563 300 7,292 O/32 6% 91A 2 2 ½x3 80 100 4.6 725 147.3 20.7 32.44 02.38 715 235 51 - M12x16 770 750 2.1 6½ O.D. 6.500 300 9,955 0462 7114 701/6 2 2 ½x3 80 700 5.5 165.1 165.1 20.7 44.28 0-2.38 200 264 51 M12 x76 110 150 2.5 6 6.625 300 10,341 0-Mi 77/t 10% 2 2 ½x3 80 100 5.5 750 168.3 20.7 46.00 02.38 200 264 57 - Ml2x76 770 750 1 2.5 8 8.625 300 17,528 0452 10h/ 12% 2% 2 ½x3½ 80 100 8.4 200* 279.1 20.1 17.91 0-2.38 260 324 60 - M12x89 170 750 3.8 7400 Grade 'E EPDM gasket is required for use in copper system. Range of Pipe End Seperation values are for roll grooved pipe and may be doubled for cut groove pipe. § - For additional Bolt Torque information see Technical Data Section. A - Working Pressure Ratings are for reference only and based on Sds. 40 pipe. For the latest UlJULC, FM, VdS and LPCB pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Other sizes available, see GnMok Catalog or contact an Anvil Representative. I A WARNINGI For dry pipe systems and freezer applications lubrication of the gasket is required, Gruviok' Xft'emer'A lubricant is required. FP-4.12 TEST J/jE U. : sC I IL SIZE 1-1/4" IN MODEL WOO The AGF Manufacturing Inc. Model 1000 TEST*,iDRAIN® provides both the test function and the express drain function for a wet fire sprinkler system. The Model 1000 complies with the requirements of NFPA-13, NFPA-13R, and NFPA-13D. The Model 1000 TESTAPIDRAIN® is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 3%" to 2" NPT and BSPT, with all specifiable orifice sizes %" (2.8K), 7A6" (4.2K), ½" (5.6K), 17/32" (8.0K), ½" (11.2K, ELO), 3%" (14.0K, ESFR), and K25 as required by NFPA 13, 2007 Edition (see reverse). The orifice size is noted on the indicator plate and the valve features a tapped and plugged port for system access. A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent unintentional alarm activation. Repair kits including (1) adapter gasket, (1) ball, (2) valve seats, (1) stem packing, and (1) stem washer are available for all TESTANDRAIN® valves. Valve and orifice size must be specified when ordering. MODEL 1000 - FRONT VIEW, VERTICAL INSTALLATION FROM BRANCH ACCESS PORT STREET EL STREET EL TO DRAIN OR PIPE TO DRAIN RIGHT HAND/STRAIGHT INSTALLATION r#ffft j7 TESTANDRAIN is registered trademark of AGF Manufacturing Inc. CS1000 10/09 MODEL 1000 - PLAN VIEW FRONT VIEW - HORIZONTAL INSTALL TO DRAIN TO DRAIN i1IIIiI DIMENSIONS Orifice Size Available: W, 7A6", ½", 17/20, ELO (5/8)*, ESFR (3/4)*, & K25" SIZE A B C D E F G H 3/4' 51/16" 1V" 26" 35/8' 33A" 11V16" 49A6' 63A" (128mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117mm) (162.5mm) 51,'j' 11½' 2Vi6" 35/8" 3 3/8" 11/i6" 4'6" 63A" (128 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117mm) (162.5mm) 1¼" 5,16" 111/i6" 29A6" 41/4" 3i6" 11W16" 56" 51½" (163 mm) (43 mm) (65 mm) (108 mm) (83 mm) (51 mm) (141 mm) (192 mm) lW 67/16' 11A6" 31/4' 51A6" 37," 25W 81/4" 107," (163 mm) (45 mm) (81.5 mm) (127 mm) (99 MM) (67 mm) (207 mm) (274 mm) 2" 6A6" 11,i6" 31/4" 51A6" 37," 25W 81/4" 107A" __________ (163 mm) 1 (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) 1 (207 mm) 1 (274 mm) * Available on 11/4" to 2" size units only Available on 11/2" and 2" size units only THE MODEL 1000 PROVIDES ALL OF THE FOLLOWING... MATERIALS Handle: Steel Stem: Rod Brass Ball: C.P. Brass Body: Bronze Valve Seat: Impregnated Teflon® Indicator Plate: Steel Handle Stop: Steel APPROVALS UL and ULC Listed (EX4019) FM Approved NYC-BSA No. 720-87-SM MADE IN U.S.A. From the 2007 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - shall be provided with a drain & 8.16.2.4.3 connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection.., with a shutoff valve and plug not less than 1, at least one of which shall be brass. 1 AGF Manufacturing Inc, I 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com Job Name: Architect: Engineer: Contractor: Fig. 200 - "Trimline" Fig. 200R (Import) - Adjustable Band Hanger Trimline" Adjustable Band H a n g e r wlRetainer Ring Size Range - 1i2' thru 8' pipe Material - Carbon Steel, MU. Galvanized to G90 specifications Function - For fire sprinkler and other general p i p i n g purposes. Knurled swivel nut desig n p e r m i t s h a n g e r adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation f o r all pipe types and protect CPVC plastic pipe from abrasion. Captured design ke e p s a d j u s t i n g nut from separating with hanger. H a n g e r i s e a s - ily installed around pipe. (2½" thru 8") Spring tension on nu t h o l d s i t securely in hanger before installation. Adjusti n g nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe a n d F a c t o r y M u t u a l Engineering Approved (3/4" thru 8") . C o n f o r m s t o Federal Specifications WW-H-171E, T y p e 1 0 a n d Manufacturers Standardization S o c i e t y S P - 6 9 , T y p e 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. Stainless Steel mat e r i a l s w i l l be supplied with (2) hex nuts in pl a c e o f a k n u r l n u b . Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring a n d non-captured knurl nut, Fig. 200R 112" Dimensions 'Weights Pipe Rod Size Max. Roc. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/8 25A 400 11 3/4 3/8 8mmor10mrn 31/6 21h 400 11 1 3/8 8mm or 10mm 33A 2% 400 12 11/1 318 8mm or 10mm 3V4 27/8 400 13 1½ 3/8 8mm or 10mm 37A 27A 400 14 2 3/8 8mm o10mm 41h 3 400 15 2½ 3/8 10mm 5% 41A 600 27 3 3/8 10mm 5½ 4 600 29 3½ 3/8 10mm 74~ 5¼ 600 34 4 3/8 10mm 73A 5 1000 35 5 1/2 12mm 91/8 6¼ 1250 66 6 1/2 12mm 10½ 6YA 1250 73 6 1/2 12mm 131/8 8~Y4 1250 - 136 C®US LISTED Fig. 25 - Surge Restrainer 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 qnly 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 OFFID€/MANUFACTURING FACIUTY • It 315 SAMPSON AVE • CORONA, CA 92879 • FH: 95.737.5599 • FAX: 951.737.0333 CUSTOMER SERVICE • 800783.5266 ULIULC Listed 300 psi ____ Description FPPI® TrimFit® Bronze* Globe Valves are precision cast then machined using state of the art facilities. Each valve features a full floating seat holder for - - reduced seat wear when closing the valve. Seat is made of pure virgin PTFE for - longer seat life and reduced maintenance as compared to rubber seat valves. ( , TrimFit trim valves are suitable for use in regular (175ps1) and high pressure t . (300ps1) sprinkler systems. Standard configuration is FNPT x FNPT and is available in 1/4" IPS through 2" IPS sizes. Each valve carries the UL Listing UL/ ULC Listed 2R97 Installation Install in accordance with usual and customary installation techniques for fire sprinkler systems. Use a suitable thread sealant on the male threads of the pipe being threaded into the valve body. We recommend either FPPI PTFE Thread Sealing Tape or PipeFite Thread Sealing Paste with PTFE. NEVER USE BOTH. DO NOT OVERTIGHTEN. OVERTIGHTENING MAY CAUSE CRACKS OR LEAKS. Specifications Material: Brass or Bronze Seat-PTFE Hand wheel-JIS FC 20 painted red. Sizes: 06-798-001/4" IPS FNPT 06-800-00 ½ 06-802-00 06-804-00 1 06-806-00 1'/4" 06-808-00 1 ½" 06-810-00 2' Contains lead. Not for use in water systems intended for human consumption. 3198 UONSHEAI) AVE CARLSBAD, CA 92010 TEL+1 760599-1168 +1800344-1822 FAX + 1 800 344-3775 © 2012 Fire Protection Products Inc PipeFdO, TnmFit° and FFPP are registered trademarks of Fire Protection () C® Products Inc USTED USTED AA!AAYL!R J !11$] i Description FPPI pressure gauges feature an impact and corrosion resistant case made from ABS (plastic). Features phosphor bronze bourdon tube movement with white enameled brass dial face with large numbers for easy reading. Dual scale to 300 PSI/2000Kpa. UL1ULc Listed (Sprinkler Gauge Model 111. 1 OSP, UL Listed file EX5232) and FM Approved. 100 Specifications Bourdon Tube Material: copper alloy C-type Pressure Connection Material: copper alloy 1/4" NPT lower mount (LM) Movement Copper alloy Dial White aluminum with stop pin; black and red lettering Pointer Black aluminum Case Black polycarbonate Window Snap-in clear polycarbonate Applications Fire sprinkler systems Suitable for all media that will not obstruct the pressure system or attack copper alloy parts Special Features UL-listed (UL-393), United States and Canada (Sprinkler Gauge Model 111.1 DSP, UL Listed file EX5232) Factory Mutual (FM) approved Reliable and economical Standard Features Design EN 837-1 & ASME B40.100 Sizes 4" (100 mm) Accuracy class ± 333% of span (ASME B40.100 Grade B) Ranges 0/80 psi, retard to 250 psi (air) 0/300 psi (air, water, air/water) Working Pressure Steady: 3/4 of full scale value Fluctuating: 2/3 of full scale value Short time: full scale value Operating Temperature Ambient: -40°F to 140°F (-40°C to 60°C) Media: 140°F (+60°C) maximum Temperature Error Additional error when temperature changes from reference temperature of 68°F (20°C) +0.4% for every 18°F (10°C) rising or falling. Percentage of span. 3198 UONSHEAD AVE CARLSBAD, CA 92010 TEL +1 760 599-1168 + 1 800 344-1822 FAX + 1 800 344-3775 © 2012 Fire Protecton Products, Ina irn.] 4 Description Designed for use in grid systems or any sprinkler system where pressure relief is required. The Adjustable Pressure Relief Valve can be adjusted from 75-175 psi. Adjustment to the desired pressure is achieved with the use of an approved fire sprinkler system pressure gauge. The adjustment cap is "diamond" knurled for easy adjustment. The body is cast bronze* and marked with directional arrows for proper flow indication. The pressure markings on the adjustment cap are for reference only. Use the system gauge for proper relief setting. Directions Specifications Installation of the Adjustable Pressure Relief Valve is accomplished with tools readily available on the job site utilizing approved installation methods. Do not Type: Angle pattern, ½" IPS install outlet piping until relief pressure has been set. To set relief pressure, rotate adjustment cap clockwise until seated. Pressurize sprinkler system to Material: the pressure that you wish to provide relief Once system pressure has been set Body: Cast Bronze* slowly turn pressure relief valve adjustment cap counter clockwise until the valve Seat packing: Rubber outlet starts to "spit" water from the system (bleed off pressure). Once the valve starts to "spit" then slowly close the valve cap until the valve stops "bleeding off" pressure. Check the system pressure gauge to make sure pressure is - maintained at the relief pressure. Repeat steps until proper relief pressure has Finish: been set. Make sure to test setting by pressurizing system above relief setting Rough Brass to verify proper relief valve function. Use an appropriate thread sealant such as Dimensions: PipeFit or PipeFit AS to prevent leakage of the threaded connections. Refer to 3.05' 1.540" x 1.10,' Authority Having Jurisdiction or NFPA1 3 for proper installation location in the sprinkler system. 'Contains lead. Not for use in water systems intended for human consumption. 3198 UONSHEAD AVE CARLSBAD, CA 92010 _.,. TEL + 1760 599-1168 +1800344-1822 FPX+ 1800344-3775 © 2012 Fire Protection Products, Inc. (\—A Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range - (Fig. 65 and Fig. 66) 3/8', 1/2" and 5/8" rod Component of State of California OSHPD Approved c Ui. us usixo Material - Carbon Steel with hardened cup point set screw and Seismic Restraints System jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or B bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set D screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the E clamp. Open design permits inspection of thread engagement. C Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8 rod will support 1/2" thru 4" F pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional A load, spacing and placement relating to OSHPD projects. please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C 0 E F Load Lbs.* WtJ100 3/8 1A6 3/4 1 7/16 1 610 28 1/2 1½ 3/4 1 9/16 11/4 1130 55 5/8 1½ 3/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* WtJ100 3/8 13'16 11/4 1 7/16 1 610 28 1/2 1½ 11/4 1 9/16 11/4 1130 55 5/8 1½ 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.7370330 I CUSTOMER SERVICE • 800.786.5266 www.folco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8 thru 7/8 rod by 4' thru 16 length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (2010) 9.3.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1. Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 1/2 9/16 Specify Specify 2 5/8 11/16 3/4 13/16 Specify Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Component of State of California OSHPD Approved Seismic Restraints System C@ US USTED FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951 .737.5599 • FAX: 951737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 4L C®USUSTED Longitudinal "In-Line" Sway Brace Attachment Size Range - 21/2 through 8 IPS. Material - Carbon Steel - Function - For bracing pipe against sway and seismic disturbance. --__ Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2 - 8. Approved by Factory Mutual Engineering (FM). 21/2' - 8 pipe. Installation Instructions - The Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be D A combined with the bracing pipe".and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage bracing pipe into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to c proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. 1! / -- Dimensions .Weights / 1 B° It Max. Rec. *Max Design Approx. I Sizes A C D Load Lbs. Load Lbs. Size cULus) (FM) Wtilloo 21h 64 6 21 ' 23/4 1/2 2015 3000 253 3 7 23/4 3.'r. 1/2 2015 1550 268 .-- ---- 4 81h 33/8 36 1/2 2015 1550 348 5 9~ 37A 43A 1/2 2015 1450 380 Longitudinal Bra e 6 11½ /'B 5 5' 1/2 2015 1450 640 c 8 131/4 55A 55A 1/2 2015 1450 728 The loads listed are axial loads on the brace. The horizontal load capacity. H. of the brace is: H - F x sin ii, where lithe installation angle measured from the vertical FM approved when used with 1 , 1 1½ or 2 Sch. 40 brace pipe. . le 4-Way Riser Brace (Plan view) TOLCOG brand bracing components are designed to be compatible ONLY with other TOLCOO brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO' brand bracing components, in the instance that such TOLCOe brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCOG brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. D OFFICE/MANUFACTURING FACIU1Y • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 1001 - Sway Brace Attachment Component of State of c®us usto California OSHPD Approved Size Range - Pipe size to be braced: 21/2 ' thru 8° IPS.* Pipe size Seismic Restraints System used for bracing: 1' and 11/4" Schedule 40 IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features - Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note - Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1° pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals - Underwriters Laboratories Listed in the USA (UL) Maximum Design Load and Canada (cUL). Approved by Factory Mutual Engineering (FM). Sch. 7- 1600 lbs. Included in our Seismic Restraints Catalog approved by the State Sch. 10 & 40 w/1 ' Brace Pipe - 2015 lbs. of California Office of Statewide Health Planning and Development Sch. 10 & 40 w/1¼" Brace Pipe - 2765 lbs. (OSHPD). For additional load, spacing and placement information relating to OSHPD orojects, please refer to the TOLCO Seismic FM Approved Design Loads* Restraint Systems Guidelines. 21/2 ' - 2400 lbs. Finish - Plain 3' - 4' - 2500 lbs. Note - Available in Electro-Galvanized and HDG finish. 5' - 8° - 1500 lbs. Order By Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance. the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig. 907 4-Way Longitudinal Brace Attachment. OFFICE/MANUFACTURING FACIU1Y • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 991.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.toko.com Fig. 980 - Universal Swivel Sway Brace Attachment c®usUSm Size Range - One size fits bracing pipe 1' thru 2', TOLCO 12 gauge channel, and all structural steel up to 1/4" thick. Material - Carbon Steel Component of State of Function - Multi-functional attachment to structure or California OSHPD Approved Seismic Restraints System braced pipe fitting. Features - This product's design incorporates a concen- tric attachment opening which is critical to the performance H of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe'. Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the require- ments of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish Order By - Figure number and finish Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat #7,669,806 Lateral Brace Dimensions • Weights Max. Design Max. Design Approx. A B Load Lbs. Load Lbs. (cULus) (FM) 51/4 17/8 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4 fastener. Consult factory. The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 0, where 0 is the installation angle measured from the vertical. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFRCEIMANUFACTURiNG FACiUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • P1-I: 951.737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Component of State of Fig. 825 — Bar Joist Sway Brace Attachment California OSHPD Approved Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace Seismic Restraints System attachments. Material - Carbon Steel C®US jJ' USTED APPRWM Function - To attach sway bracing and hanger assemblies to steel open web structural members. Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation torque (mm. 31 ft.-lbs.). Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions - The Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. 3/8" To Install - Place the Fig. 825 on the steel beam or joist within 6" of a panel point, tighten the cone point set bolts until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish - Plain, Electro-Galvanized and HDG Order By - Figure number and finish US Patent #6,098,942 Canada Patent #2,286,659 It- V,/ MEW. Maximum Design Load 2015 Lbs. Weight/loo 237.5 Lbs. UL Listed as Hanger Attachment 6" Pipe Max. FM Approved Design Loads* 2900 - Across Beam 1350- Along Beam * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 9, where 9 is the installation angle measured from the vertical. Op*,.IWo*d SEO*flvEW t Fig. 9W Fig. 10DO Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-Line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 COOPER B-Line