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HomeMy WebLinkAboutHYDRAULIC CALCS - 19-00154 - 1450 N 2nd E - Walmart - Grocery Pickup Additionr � HENDERSON ENGINEERS lenexo 6entonville dallas houston kansos city Ips vegas los ongeles new York metro philadelphia phoenix tampa �StONAL gQb4� �EN$S� 17333 Mar 5 2019 Henderson Engineers 8345 Lenexa Drive Suite 300 Lenexa KS 66214 913 742-5000 Job Name OGP Drawing WM 1878 Location REXBURG, ID System REMOTE AREA #5 Contract Data File 1878 Hydraulic Calculation Area #5.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 3/5/2019 12:20:00 PM Section 2 Page 1 Raw Data for OGP File = W:\Stores\01500 to 01 999\01 878 - Rexburg - IDA 980321878 Rexburg - ID - Supercenter OGP\021\Fire\Calcs\1878 Hydraulic Calculation Are Data Fields Strt Fnsh Dia Pipe Length & Fittings C Chng Num K Pnt. Pnt. 7 Type .2 126 Fact Mark Hds Fact 1A 1B 1 SCHED-40 10.500 120 8.0 1B 100 1.25 SCHED-40 1.7501T 120 8.0 *NEW PATH 7 17 .2 126 7 17 i C 1D 1 SCHED-40 10.500 120 8.0 1D 101 1.25 SCHED-40 1.7501T 120 8.0 'NEW PATH 1 E 1 F 1 SCHED-40 10.500 120 8.0 1F 102 1.25 SCHED-40 1.7501T 120 8.0 'NEW PATH 1G 1 H 1 SCHED-40 10.500 120 8.0 1H 103 1.25 SCHED-40 1.7501T 120 8.0 'NEW PATH 11 IJ 1 SCHED-40 10.500 120 8.0 IJ 104 1.25 SCHED-40 1.7501T 120 8.0 'NEW PATH 1K 1 L 1 SCHED-40 10.500 120 8.0 1L 105 1.25 SCHED-40 1.7501T 120 8.0 'NEW PATH 100 101 2.5 SCHED-10 12 120 101 102 2.5 SCHED-10 12 120 102 103 2.5 SCHED-10 10.500 120 103 200 2.5 SCHED-10 4.083 120 200 104 2.5 SCHED-10 8.417 120 104 105 2.5 SCHED-10 12 120 'NEW PATH 200 201 2.5 SCHED-10 80 3E2T 120 201 202 4 SCHED-10 113.833 120 202 TR5 6 SCHED-10 322.583 6E 120 TR5 BR5 6 SCHED-10 10 1 T1 G1 Fsp 120 BR5 PMPO8 SCHED-10 20 1 E1 T1 S1 B 120 H100 PMPO PMPI BOR 8 SCHED-10 15 3E1Zic 120 BOR SRC 8 CL52CLDI 145 3E1 G1 T 140 H150 SRC Den Area Press Elev .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 .2 126 7 17 17 17 17 17 17 2 2 2 0 0 3/5/2019 12:20:00 PM Section 3 Raw Data for OGP File = (Untitled) Misc Information and Water Supplies Common Elevation Common Elevation = 17 Calculation Question Answers Remote Point = 1 A Source Point = SRC Auto Peak Move Length = 0 Locate Remote Head = Y Auto Alter Fittings Lengths = Y Auto Peak = No Alter Lengths After Auto Peak = City Water Supply Information Connection Point = SRC Static Pressure = 74 Residual Pressure = 50 Residual Flow = 1035 Pump Information for Pump Pump Inlet = PMPI Pump Outlet = PMPO Connection Point = SRC Pressure Flow 66 0 65.99 625 60 1250 54.34 1458 46.67 1666 39 1875 Page 2 Henderson Engineers OGP HYDRAULIC CALCULATIONS for Project name: ONLINE GROCERY PICKUP Location: REXBURG, ID Drawing no: W M 1878 Date: 02/22/19 Design Remote area number: REMOTE AREA #5 Remote area location: ONLINE GROCERY PICKUP Occupancy classification: MISCELLANEOUS STORAGE Density: .2 - Gpm/SgFt Area of application: ENTIRE AREA - SgFt Coverage per sprinkler: 126 - SgFt Type of sprinklers calculated: 3/4" UPRIGHT No. of sprinklers calculated: 12 In -rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 577.436 -GPM Type of system: Volume of dry or preaction system: -Gal Water supply information Date: SEE FP1 Location: SEE FP1 Source: SEE FP1 Name of contractor: Henderson Engineers Address: 8345 Lenexa Drive Suite 300 / / Lenexa KS 66214 Phone number: 913 742-5000 Name of designer: JP Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Page 1 Date 02/22/19 @ 0.358461 - Psi Computer Programs by Hydratec Inc. 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Revision: 50.53.5 Final Calculations : Hazen -Williams Henderson Engineers Page 5 OGP Date 02/22/19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1A 17 8.00 25.20 1 0.0 10.500 120 9.922 to 0.0 0.0 0.0 1B 17 25.2 1.049 0.0 10.500 0.1996 2.096 Vel = 9.35 1B 17 8.00 27.73 1.25 T 6.0 1.750 120 12.018 to 0.0 6.000 0.0 100 17 52.93 1.38 0.0 7.750 0.2072 1.606 Vel = 11.35 0.0 100 52.93 13.624 K Factor= 14.34 1 C 17 8.00 25.30 1 0.0 10.500 120 10.002 to 0.0 0.0 0.0 1D 17 25.3 1.049 0.0 10.500 0.2010 2.111 Vel = 9.39 1D 17 8.00 27.84 1.25 T 6.0 1.750 120 12.113 to 0.0 6.000 0.0 101 17 53.14 1.38 0.0 7.750 0.2086 1.617 Vel = 11.40 0.0 101 53.14 13.730 K Factor= 14.34 1E 17 8.00 25.66 1 0.0 10.500 120 10.289 to 0.0 0.0 0.0 1F 17 25.66 1.049 0.0 10.500 0.2064 2.167 Vel = 9.53 1F 17 8.00 28.24 1.25 T 6.0 1.750 120 12.456 to 0.0 6.000 0.0 102 17 53.9 1.38 0.0 7.750 0.2142 1.660 Vel = 11.56 0.0 102 53.90 14.116 K Factor= 14.35 1G 17 8.00 26.32 1 0.0 10.500 120 10.826 to 0.0 0.0 0.0 1H 17 26.32 1.049 0.0 10.500 0.2163 2.271 Vel = 9.77 1H 17 8.00 28.96 1.25 T 6.0 1.750 120 13.097 to 0.0 6.000 0.0 103 17 55.28 1.38 0.0 7.750 0.2245 1.740 Vel = 11.86 0.0 103 55.28 14.837 K Factor= 14.35 11 17 8.00 26.50 1 0.0 10.500 120 10.969 to 0.0 0.0 0.0 IJ 17 26.5 1.049 0.0 10.500 0.2190 2.299 Vel = 9.84 IJ 17 8.00 29.14 1.25 T 6.0 1.750 120 13.268 to 0.0 6.000 0.0 104 17 55.64 1.38 0.0 7.750 0.2271 1.760 Vel = 11.93 0.0 104 55.64 15.028 K Factor= 14.35 1K 17 8.00 26.39 1 0.0 10.500 120 10.882 to 0.0 0.0 0.0 1L 17 26.39 1.049 0.0 10.500 0.2173 2.282 Vel = 9.80 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Henderson Engineers Page 6 OGP Date 02/22/19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1L 17 8.00 29.03 1.25 T 6.0 1.750 120 13.164 to 0.0 6.000 0.0 105 17 55.42 1.38 0.0 7.750 0.2255 1.748 Vel = 11.89 0.0 105 55.42 14.912 K Factor= 14.35 100 17 52.93 2.5 0.0 12.000 120 13.624 to 0.0 0.0 0.0 101 17 52.93 2.635 0.0 12.000 0.0088 0.106 Vel = 3.11 101 17 53.15 2.5 0.0 12.000 120 13.730 to 0.0 0.0 0.0 102 17 106.08 2.635 0.0 12.000 0.0322 0.386 Vel = 6.24 102 17 53.89 2.5 0.0 10.500 120 14.116 to 0.0 0.0 0.0 103 17 159.97 2.635 0.0 10.500 0.0687 0.721 Vel = 9.41 103 17 55.28 2.5 0.0 4.083 120 14.837 to 0.0 0.0 0.0 200 17 215.25 2.635 0.0 4.083 0.1188 0.485 Vel = 12.66 200 17 -326.30 2.5 0.0 8.417 120 15.322 to 0.0 0.0 0.0 104 17 -111.05 2.635 0.0 8.417 -0.0349 -0.294 Vel = 6.53 104 17 55.63 2.5 0.0 12.000 120 15.028 to 0.0 0.0 0.0 105 17 -55.42 2.635 0.0 12.000 -0.0097 -0.116 Vel = 3.26 0.0 105 -55.42 14.912 K Factor = -14.35 200 17 326.30 2.5 3E 24.711 80.000 120 15.322 to 2T 32.948 57.659 0.0 201 17 326.3 2.635 0.0 137.659 0.2568 35.355 Vel = 19.20 201 17 0.0 4 0.0 113.833 120 50.677 to 0.0 0.0 0.0 202 17 326.3 4.26 0.0 113.833 0.0247 2.817 Vel = 7.34 202 17 0.0 6 6E 105.616 322.583 120 53.494 to 0.0 105.616 0.0 TR5 17 326.3 6.357 0.0 428.199 0.0035 1.509 Vel = 3.30 TR5 17 0.0 6 T 37.72 10.000 120 55.003 to G 3.772 41.492 7.496 " * Fixed Loss = 1 BR5 2 326.3 6.357 Fsp 0.0 51.492 0.0035 0.182 Vel = 3.30 BR5 2 H100 100.00 8 E 21.141 20.000 120 62.681 to T 41.108 129.196 0.0 PMPO 2 426.3 8.249 S 52.853 149.196 0.0016 0.243 Vel = 2.56 B 14.094 0.0 PMPO 426.30 62.924 K Factor = 53.74 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Henderson Engineers Page 7 OGP Date 02/22/19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf System Demand Pressure 62.924 Safety Margin 60.166 Continuation Pressure 123.090 Pressure @ Pump Outlet 123.090 Pressure From Pump Curve -65.995 Pressure @ Pump Inlet 57.095 PMPI 2 0.0 8 3E 63.423 15.000 120 57.095 to Zic 0.0 63.423 8.039 * * Fixed Loss = 7.172 BOR 0 426.3 8.249 0.0 78.423 0.0016 0.127 Vel = 2.56 BOR 0 H150 150.00 8 3E 85.404 145.000 140 65.261 to G 6.326 147.084 0.0 SRC 0 576.3 8.27 T 55.354 292.084 0.0021 0.615 Vel = 3.44 0.0 SRC 576.30 65.876 K Factor= 71.00 Computer Programs by Hydratec Inc. Revision: 50.53.5