Loading...
HomeMy WebLinkAbout2100 PALOMAR AIRPORT RD; BLDG 1; AS050132; Permit12/28/2020 AS050132 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS050132 2100 PALOMAR Job Address: Status: ISSUED AIRPORT RD Permit Type: SPRINK Applied 5/31/2005 Parcel No: 2130201800 Approved: 7/7/2005 Lot #: 0 Reference No.: Issued: 7/7/2005 PC #: Inspector: Project Title: PALOMAR AIRPORT BLDG. 1 FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: PRO-TECH FIRE PROTECTION SYSTEMS CORP SUITE 179 ROYMAR RD. OCEANSIDE, CA 760-722-2455 Owner: COUNTY OF SAN DIEGO PUBLIC AGENCY Fees ($) Add'i Fees ($) Total ($) Balance($) 1,150 0 1,150 0 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT Asos c) 131 HYDRAULIC CALCULATIONS for HANGAR I & 2 2100 PALOMAR ROAD CARLSBAD, CA 92011 Contract No. 05-0058-2 Date June 27, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2Hydraulic Calculations\Submittal0l\05-0058-2_PalomarAirport_Bldl_R1.hcp Design Data: Remote Area Location REMOTE AREA 1 Occupancy Classification EXTRA HAZARD GROUP 1 Density 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 22 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1178.7 gpm Name of Contractor Pro-Tech Fire Protection Systems Corp. Name of Designer Joey Newman Address 179 Roymar Rd., Ste. GOceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 2000SQ.FT. OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:44 PM Palomar Airport Building#1 GENERAL RESULTS Total Water Including Hose 1178.7 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 681.7 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.547 gpm Maximum Imbalance 5.0 gpm Maximum Velocity @ Pipe: rn27 23.2 ft/s Maximum Fr. Loss © Pipe: rn27 0.638 psi/ft Average Density 0.34 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. Page: 2 SOURCE : I Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 87.8 psi Required Pressure 78.1 psi Safety Factor 11.0%, 9.7 psi Water Flowing 1178.7 gpm S S OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:11 Palomar t Building#1 Page: Water Curves for Src: 1 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 o 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi @ gpm Supply Curve @ Src:1 A: 95 @0 - B: 87.8 © 1178.7 - C: 85 @ 1404 Demand Curve @ Sic:1 16.3 @0 - D: 78.1 @1178.7 End Head Pressure Responce 0@0 - E:0@1178.7 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ftft psi pm 1 Src [...)1 -4.0 734.2 156.6 78.1 0.0 204 Head 8.00 33.8 262.5 600.5 21.6 - 5 Head 8.00 33.7 284.0 599.3 21.1 - 6 Head 1 8.00 33.8 273.5 598.8 21.3 - 203 Head 8.00 33.8 262.5 593.4 21.6 - 10 Head 8.00 33.7 284.0 589.8 21.1 - 11 Head i 8.00 33.8 273.5 589.8 21.3 - 202 Head 8.00 33.8 262.5 586.3 21.4 - 14 Head 8.00 33.8 239.3 585.9 26.5 - 15 Head 8.00 33.8 284.0 580.3 17.3 - 16 Head 8.00 33.8 273.5 580.3 17.4 - 201 Head 8.00 33.8 262.5 579.1 19.9 - 200 Head 8.00 33.8 262.5 572.0 18.4 - 23 Head 8.00 33.8 284.0 570.8 15.3 31.3 24 Head 8.00 33.8 273.5 570.8 15.4 31.4 199 Head 11 8.00 33.8 262.5 564.9 17.0 - 28 Head 8.00 33.8 284.0 561.3 14.4 30.3 29 Head 8.00 33.8 273.5 561.3 14.4 30.4 198 Head 8.00 33.8 262.5 557.8 15.5 31.5 33 Head 8.00 33.8 284.0 551.8 14.1 30.0 34 Head 8.00 33.8 273.5 551.8 14.1 30.1 197 Head 8.00 33.8 262.5 550.6 14.8 30.8 196 Head 8.00 33.8 262.5 543.5 14.6 30.5 38 Head 8.00 33.8 284.0 542.3 14.0 30.0 39 Head 8.00 33.8 273.5 542.3 14.1 30.1 195 Head 1 8.00 33.8 262.5 536.4 14.5 30.5 43 Head 8.00 33.8 284.0 532.8 14.2 30.1 44 Head 8.00 33.8 273.5 532.8 14.2 30.2 194 Head 8.00 33.8 262.5 529.3 14.7 30.6 48 Head 1 8.00 33.8 284.0 523.3 14.8 30.8 49 Head 8.00 33.8 273.5 523.3 14.9 30.8 193 Head 8.00 33.8 262.5 522.1 15.2 31.1 192 Head 8.00 33.8 262.5 515.0 16.3 32.3 56 Head 8.00 33.8 284.0 513.8 16.3 32.3 57 Head 1 8.00 33.8 273.5 513.8 16.3 32.3 191 Head 8.00 33.8 262.5 507.9 18.3 34.3 205 Head 8.00 33.8 284.0 504.3 21.7 - 206 Head 8.00 33.8 273.5 504.3 21.7 - 207 Head 8.00 33.8 262.5 500.7 19.0 - 190 Hose 500,0 -4.0 35.1 440.6 75.3 500.0 189 FPLD 5.0 -4.0 32.2 522.8 70.1 - 61 Node - -4.0 729.2 676.6 77.1 - 62 Node - -4.0 677.2 676.6 76.9 - 63 Node - -4.0 392.2 640.6 76.2 - 64 Node - -4.0 172.2 640.6 75.8 - 65 Node - -4.0 22.2 640.6 75.5 - 66 Node - -4.0 172.2 615.6 75.8 - 67 Node - -4.0 677.2 612.6 76.8 - 68 Node - -4.0 457.2 612.6 76.4 - 69 Node - -4.0 392.2 612.6 76.3 - 70 Node - -4.0 457.2 596.6 76.4 - 72 Node - 30.9 284.0 587.4 25.5 - 73 Node - 32.8 273.5 587.4 21.3 - 74 Node - 31.0 273.5 587.4 25.7 -. 76 Node - 31.0 262.5 587.4 26.1 - 77 Node - 33.8 251.0 587.4 25.8 - 78 Node - 31.0 251.0 587.4 26.8 - 79 Node - 34.8 239.3 587.4 26.4 - 80 Node - 31.0 239.3 587.4 27.6 - 81 Node - 33.8 227.3 587.4 27.1 - 82 Node - 31.0 227.3 587.4 28.2 - 83 Node - 33.8 216.8 587.4 27.6 - 84 Node - 31.0 216.8 587.4 28.8 - 85 Node - 33.8 207.8 587.4 28.0 - 86 Node - 31.0 207.8 587.4 29.2 - 87 Node - 33.8 198.5 587.4 28.5 - 88 Node - 31.0 198.5 587.4 29.6 - 89 Node - 33.8 189.0 587.4 28.9 - 90 Node - 31.0 189.0 587.4 30.1 - 91 Node - 33.8 179.5 587.4 29.3 - 92 Node - 31.0 179.5 587.4 30.5 - 93 Node - 33.8 170.0 587.4 29.7 - 94 Node - 1 31.0 170.0 587.4 30.9 - OnnICAD) Hydraulic Calculation Software v. 2.3 -July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 5 NODES # Type Value Elevation X Y Res. Pres. Discharge - ft ft ft psi _p 95 Node - 33.8 160.0 587.4 30.1 - 96 Node - 31.0 160.0 587.4 31.3 - 97 Node - 33.8 149.5 587.4 30.5 - 98 Node - 31.0 149.5 587.4 31.7 - 99 Node - 33.8 139.0 587.4 30.9 - 100 Node - 31.0 139.0 587.4 32.1 - 101 Node - 33.8 128.5 587.4 31.3 - 102 Node - 31.0 128.5 587.4 32.4 - 103 Node - 33.8 117.8 587.4 31.6 - 104 Node - 31.0 117.8 587.4 32.7 - 105 Node - 33.8 106.8 587.4 32.0 - 106 Node - 31.0 106.8 587.4 33.0 - 107 Node - 33.8 96.3 587.4 32.2 - 108 Node - 31.0 96.3 587.4 33.3 - 109 Node - 33.8 86.3 587.4 32.5 - 110 Node - 31.0 86.3 587.4 33.5 - 111 Node - 33.8 76.0 587.4 32.7 - 112 Node - 31.0 76.0 587.4 33.6 - 113 Node - 33.8 65.5 587.4 32.8 - 114 Node - 31.0 65.5 587.4 33.7 - 115 Node - 33.8 55.3 587.4 33.0 - 116 Node - 31.0 55.3 587.4 33.7 - 117 Node - 33.8 45.3 587.4 33.1 - 118 Node - 31.0 45.3 587.4 33.7 - 75 Node - 33.8 262.5 587.4 21.6 - 71 Node - 33.7 284.0 587.4 21.1 - 119 Node - -4.0 729.2 538.6 77.3 - 120 Node - -4.0 714.2 538.6 77.3 - 121 Node - 31.0 42.5 524.8 42.6 - 122 Node - 10.0 42.5 524.8 54.8 - 123 Node - 10.0 37.2 524.8 56.6 - 124 Node - 2.0 37.2 524.8 66.4 - 125 Node - 2.0 37.2 522.8 67.0 - 126 Node - 1.0 37.2 522.8 67.4 - 127 Node - -4.0 37.2 522.8 69.7 - 129 Node - -4.0 22.2 522.8 75.3 - 131 Node - 33.8 284.0 506.5 21.7 - 132 Node - 31.0 284.0 506.5 27.2 - 133 Node - 33.8 273.5 506.5 21.7 - 134 Node - 31.0 273.5 506.5 27.3 - 135 Node - 33.8 262.5 506.5 19.0 - 136 Node - 31.0 262.5 506.5 27.4 - 137 Node - 33.8 251.0 506.5 26.5 - 138 Node - 31.0 251.0 506.5 27.8 - 139 Node - 33.8 239.3 506.5 26.9 - 140 Node - 31.0 239.3 506.5 28.2 - 141 Node - 33.8 227.3 506.5 27.4 - 142 Node - 31.0 227.3 506.5 28.6 - 143 Node - 33.8 216.8 506.5 27.8 - 144 Node - 31.0 216.8 506.5 29.0 - 145 Node - 33.8 207.8 506.5 28.2 - 146 Node - 31.0 207.8 506.5 29.4 - 147 Node - 33.8 198.5 506.5 28.6 - 148 Node - 31.0 198.5 506.5 29.8 - 149 Node - 33.8 189.0 506.5 29.0 - 150 Node - 31.0 189.0 506.5 30.2 - 151 Node - 33.8 179.5 506.5 29.4 - 152 Node - 31.0 179.5 506.5 30.6 - 153 Node - 33.8 170.0 506.5 29.8 - 154 Node - 31.0 170.0 506.5 31.0 - 155 Node - 33.8 160.0 506.5 30.2 - 156 Node - 31.0 160.0 506.5 31.4 - 157 Node - 33.8 149.5 506.5 30.7 - 158 Node - 31.0 149.5 506.5 31.9 - 159 Node - 33.8 139.0 506.5 31.1 - 160 Node - 31.0 139.0 506.5 32.4 - 161 Node - 33.8 128.5 506.5 31.6 - 162 Node - 31.0 128.5 506.5 32.9 - 163 Node - 33.8 117.8 506.5 32.1 - 164 NOde - 31.0 117.8 506.5 33.4 - 165 Node - 33.8 106.8 506.5 32.7 - 166 Node - 31.0 106.8 506.5 34.0 - 167 1 Node - 33.8 1 96.3 1506.51 33.2 1 - OmniCADD Hydraulic Calculation Software v. 2.3 -July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 6 NODES #1Type Value Elevation X V Res. Pres. Discharg . ft _..it_ ft psi gpp_ - 168 Node - 31.0 96.3 506.5 34.6 169 Node - 33.8 86.3 506.5 33.8 - 170 Node - 31.0 86.3 506.5 35.2 - 171 Node - 33.8 76.0 506.5 34.4 - 172 Node - 31.0 76.0 506.5 35.8 - 173 Node - 33.8 65.5 506.5 35.0 - 174 Node - 31.0 65.5 506.5 36.5 - 175 Node - 31.0 55.3 506.5 37.3 - 176 Node - 33.8 55.3 506.5 35.7 - 177 Node - 33.8 45.3 506.5 36.4 - 178 Node - 31.0 45.3 506.5 38.1 - 179 Node - 31.0 42.5 506.5 39.6 - 180 Node - -4.0 729.2 477.6 77.4 - 181 Node - -4.0 714.2 477.6 77.4 - 183 Node - -4.0 22.2 440.6 75.3 - 184 Node - -4.0 -62.8 440.6 75.8 - 185 Node - -4.0 729.2 290.6 77.8 - 186 Node - -4.0 714.2 290.6 77.8 - 187 Node - -4.0 729.2 156.6 78.1 - 188 Node - -4.0 -62.8 1 129.61 77.2 1 - OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fitting s Nom.Diam. lntDiam. Eq.Length Total Length Fr. Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge p_ft psi _gpm ft psi/ft psi gpm ft/s 10 Head 8.00 33.7 21.1 - Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 5 Head 8.00 33.7 21.1 - 120 1.500 0.0 0.000 __ - 1.752 9.5 _____ 0.000 b15 11 Head 8.00 33.8 21.3 - Dyna Flow 1-1/2 9.0 0.000 0.000 0.0 0.0 Branch Line 6 Head 8.00 33.8 21.3 - 120 1.500 0.0 0.000 - 1.752 9.0 0.000 b197 203 Head 8.00 33.8 21.6 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 75 Node - 33.8 21.6 - 120 1.500 11.9 0.000 _ T 1.752 17.9 0.000 b19 71 Node - 33.7 21.1 - Dyna Flow 1-1/2 2.4 0.000 0.001 1.3 0.2 Branch Line 10 Head 8.00 33.7 21.1 - 120 1.500 11.9 0.000 ______ T 1.752 14.4 0.000 bllO 73 Node - 33.8 21.3 - Dyna Flow 1-1/2 2.4 0.000 0.001 1.3 0.2 Branch Line 11 Head 8.00 33.8 21.3 - 120 1.500 11.9 0.000 T 1.752 14.4 0.000 b196 202 Head 8.00 33.8 21.4 - Dyna Flow 1-1/2 7.1 0.206 1.467 98.9 13.2 Branch Line 201 Head 8.00 33.8 19.9 - 120 1.500 0.0 0.000 ______ - 1.752 7.1 1.165 b112 75 Node - 33.8 21.6 - Dyna Flow 1-1/2 1.1 0.206 0.232 98.9 13.2 Branch Line 202 Head 8.00 33.8 21.4 - 120 1.500 0.0 0.000 - 1.752 1.1 1.165 b116 14 Head 8.00 33.8 26.5 - Dyna Flow 1-1/2 1.5 0.005 0.063 12.8 1.7 Branch Line 79 Node - 33.8 26.4 - 120 1.500 11.9 0.000 ______ T 1.752 13.4 0.020 b164 139 Node - 33.8 26.9 - Dyna Flow 1-1/2 79.4 0.005 0.431 12.8 1.7 Branch Line 14 Head 8.00 33.8 26.5 - 120 1.500 11.9 0.000 T 1.752 91.3 0.020 bI17 23 Head 8.00 33.8 15.3 31.3 Dyna Flow 1-1/2 9.5 0.204 1.931 -98.2 13.1 Branch Line 15 Head 8.00 33.8 17.3 - 120 1.500 0.0 0.000 ______ - 1.752 9.5 1.150 bl18 71 Node - 33.7 21.1 - Dyna Flow 1-1/2 7.1 0.204 3.860 98.2 13.1 Branch Line 15 Head 8.00 33.8 17.3 - 120 1.500 11.9 0.022 _ T 1.752 19.0 1.150 9 24 Head 8.00 33.8 15.4 31.4 Dyna Flow 1-1/2 9.5 0.206 1.952 -98.8 13.1 Branch Line 16 Head 8.00 33.8 17.4 - 120 1.500 0.0 0.000 - 1.752 9.5 1.163 16 Head 8.00 33.8 17.4 - Dyna Flow 1-1/2 7.1 0.206 3.902 -98.8 13.1 Branch Line 73 Node - 33.8 21.3 - 120 1.500 11.9 0.000 T 1.752 19.0 1.163 b195 201 Head 8.00 33.8 19.9 - Dyna Flow 1-1/2 7.1 0.206 1.467 98.9 13.2 Branch Line 200 Head 8.00 33.8 18.4 - 120 1.500 0.0 0.000 - 1.752 7.1 1.165 14 200 Head 800 33.8 18.4 - Dyna Flow 1-1/2 7.1 0.206 1.467 98.9 13.2 Branch Line 199 Head 8.00 33.8 17.0 - 120 1.500 0.0 0.000 - 1.752 7.1 1.165 1 b127 28 Head 8.00 33.8 14.4 30.3 Dyna Flow 1-1/2 9.5 0.100 0.949 -66.9 8.9 Branch Line 23 Head 8.00 33.8 15.3 31.3 120 1.500 0.0 0.000 - 1.752 9.5 0.533 b128 29 Head 8.00 33.8 14.4 30.4 Dyna Flow 1-1/2 9.5 0.102 0.962 -67.4 9.0 Branch Line 24 Head 8.00 33.8 15.4 31.4 120 1.500 0.0 0.000 - 1.752 9.5 0.541 b193 199 Head 8.00 33.8 17.0 - Dyna Flow 1-1/2 7.1 0.206 1.467 98.9 13.2 Branch Line 198 Head 8.00 33.8 15.5 31.5 120 1.500 0.0 0.000 - 1.752 7.1 1.165 b132 33 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.033 0.311 -36.6 4.9 Branch Line 28 Head 8.00 33.8 14.4 30.3 120 1.500 0.0 0.000 - 1.752 9.5 0.159 b133 34 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 9.5 0.033 0.317 -37.0 4.9 Branch Line 29 Head 8.00 33.8 14.4 30.4 120 1.500 0.0 0.000 - 1.752 9.5 0.163 b192 198 Head 8.00 33.8 15.5 31.5 Dyna Flow 1-1/2 7.1 0.101 0.721 67.4 9.0 Branch Line 197 Head 8.00 33.8 14.8 30.8 120 1.500 0.0 0.000 - 1.752 7.1 0.541 b17 38 Head 8.00 33.8 14.0 30.0 Dyna Flow 1-1/2 9.5 0.001 0.013 -6.6 0.9 Branch Line 33 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.005 __ 8 39 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 9.5 0.002 0.014 -6.9 0.9 Branch Line 34 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.006 OmniCADD Hydraulic Calculation Software v. 2.3 'July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. Int.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type - # -.- Type I Value Elevation Res.Pres. Discharge p ft psi qpm ft psi/ft psi gpm ft/s 197 Head 8.00 33.8 14.8 30.8 Dyna Flow 1-1/2 7.1 0.033 0.233 36.6 4.9 Branch Line 196 Head 8.00 33.8 14.6 30.5 120 1.500 0.0 0.000 - 1.752 7.1 0.160 b190 196 Head 8.00 33.8 14.6 30.5 Dyna Flow 1-1/2 7.1 0.001 0.008 6.1 0.8 __ Branch Line 195 Head 8.00 33.8 14.5 30.5 120 1.500 0.0 0.000 - 1.752 7.1 0.004 b142 43 Head 8.00 33.8 14.2 30.1 Dyna Flow 1-1/2 9.5 0.014 0.136 23.4 3.1 Branch Line 38 Head 8.00 33.8 14.0 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.065 b143 44 Head 8.00 33.8 14.2 30.2 Dyna Flow 1-1/2 9.5 0.014 0.133 23.1 3.1 Branch Line 39 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.064 b189 195 Head 8.00 33.8 14.5 30.5 Dyna Flow 1-1/2 7.1 0.016 0.110 -24.4 3.2 Branch Line 194 Head 8.00 33.8 14.7 30.6 120 1.500 0.0 0.000 - 1.752 7.1 0.071 b147 48 Head 8.00 33.8 14.8 30.8 Dyna Flow 1-1/2 9.5 0.066 0.629 53.5 7.1 Branch Line 43 Head 8.00 33.8 14.2 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.342 b148 49 Head 8.00 33.8 14.9 30.8 Dyna Flow 1-1/2 9.5 0.066 0.624 53.3 7.1 Branch Line 44 Head 8.00 33.8 14.2 30.2 120 1.500 0.0 0.000 - 1.752 9.5 0.339 b188 194 Head 8.00 33.8 14.7 30.6 Dyna Flow 1-1/2 7.1 0.070 0.496 -55.0 7.3 Branch Line 193 Head 8.00 33.8 15.2 31.1 120 1.500 0.0 0.000 - 1.752 7.1 0.361 b152 56 Head 8.00 33.8 16.3 32.3 Dyna Flow 1-1/2 9.5 0.154 1.457 84.3 11.2 Branch Line 48 Head 8.00 33.8 14.8 30.8 120 1.500 0.0 0.000 - 1.752 9.5 0.848 __ b153 57 Head 8.00 33.8 16.3 32.3 Dyna Flow 1-1/2 9.5 0.153 1.452 84.2 11.2 Branch Line 49 Head 8.00 33.8 14.9 30.8 120 1.500 0.0 0.000 - 1.752 9.5 0.845 b187 193 Head 8.00 33.8 15.2 31.1 Dyna Flow 1-1/2 7.1 0.160 1.138 -86.2 11.5 Branch Line 192 Head 8.00 33.8 16.3 32.3 120 1.500 0.0 0.000 - 1.752 7.1 0.885 6 192 Head 8.00 33.8 16.3 32.3 Dyna Flow 1-1/2 7.1 0.288 2.049 -118.5 15.8 Branch Line 191 Head 8.00 33.8 18.3 34.3 120 1.500 0.0 0.000 - 1.752 7.1 1.673 b160 131 Node - 33.8 21.7 - Dyna Flow 1-1/2 7.3 0.280 5.372 116.6 15.5 Branch Line 56 Head 8.00 33.8 16.3 32.3 120 1.500 11.9 0.000 _______ T 1.752 19.2 1.620 b161 133 Node - 33.8 21.7 - Dyna Flow 1-1/2 7.3 0.279 5.364 116.5 15.5 Branch Line 57 Head 8.00 33.8 16.3 32.3 120 1.500 11.9 0.000 T 1.752 19.2 1.618 b185 191 Head 8.00 33.8 18.3 34.3 Dyna Flow 1-1/2 1.4 0.461 0.633 -152.7 20.3 Branch Line 135 Node - 33.8 19.0 - 120 1.500 0.0 0.000 - 1.752 1.4 2.781 b114 77 Node - 33.8 25.8 - Dyna Flow 1-1/2 80.9 0.008 0.712 -16.7 2.2 Branch Line 137 Node - 33.8 26.5 - 120 1.500 11.9 0.000 ______ T 1.752 92.8 0.033 b165 141 Node - 33.8 27.4 - Dyna Flow 1-1/2 80.9 0.003 0.316 10.1 1.3 Branch Line 81 Node - 33.8 27.1 - 120 1.500 23.8 0.000 ______ 21 1.752 104.7 0.012 b166 143 Node - 33.8 27.8 - Dyna Flow 1-1/2 80.9 0.002 0.205 8.0 1.1 Branch Line 83 Node - 33.8 27.6 - 120 1.500 23.8 0.000 _______ 2T 1.752 104.7 0.008 b167 145 Node - 33.8 28.2 - Dyna Flow 1-1/2 80.9 0.001 0.139 6.5 0.9 Branch Line 85 Node - 33.8 28.0 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.005 i Node - 33.8 28.6 - Dyna Flow 1-1/2 80.9 0.001 0.096 5.3 0.7 Branch Line 87 Node - 33.8 28.5 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.003 bi 149 Node - 33.8 29.0 - Dyna Flow 1-1/2 80.9 0.001 0.072 4.5 0.6 Branch Line 89 Node - 33.8 28.9 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.002 WO 151 Node - 33.8 29.4 - Dyna Flow 1-1/2 80.9 0.001 0.065 4.3 0.6 Branch Line 1 Node - 33.8 29.3 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.002 7 t93 Node - 33.8 29.8 - Dyna Flow 1-1/2 80.9 0.001 0.075 4.6 0.6 Branch Line Node - 33.8 29.7 - 120 1.500 23.8 0.000 ________ 2T 1.752 1 104.7 0.003 1 OmniCADD Hydraulic Calculation Software v. 2.3 *July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fillings Int.Diam. Total Length Pres.Vel.Loss psi g_ -__________ _________ ft psi/ft psi gpm ft/s 155 Ift Node - 33.8 30.2 - Dyna Flow 1-1/2 80.9 0.001 0.103 5.5 0.7 Branch Line 95 Node - 33.8 30.1 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.004 b173 157 Node - 33.8 30.7 - Dyna Flow 1-1/2 80.9 0.001 0.155 6.9 0.9 Branch Line 97 Node - 33.8 30.5 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.006 b174 159 Node - 33.8 31.1 - Dyna Flow 1-1/2 80.9 0.002 0.235 8.6 1.1 Branch Line 99 Node - 33.8 30.9 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.009 b175 161 Node - 33.8 31.6 - Dyna Flow 1-1/2 80.9 0.003 0.350 10.7 1.4 Branch Line 101 Node - 33.8 31.3 - 120 1.500 23.8 0.000 _________ 2T 1.752 104.7 0.014 b176 163 Node -33.8 32.1 - Dyna Flow 1-1/2 80.9 0.005 0.509 13.1 1.7 Branch Line 103 Node - 33.8 31.6 - 120 1.500 23.8 0.000 _______ 2T 1.752 104.7 0.020 b177 165 Node - 33.8 32.7 - Dyna Flow 1-1/2 80.9 0.007 0.726 15.8 2.1 Branch Line 105 Node - 33.8 32.0 - 120 1.500 23.8 0.000 _________ 21 1.752 104.7 0.030 _ ______ __________ b178 167 Node - 33.8 33.2 - Dyna Flow 1-1/2 80.9 0.009 0.990 18.7 2.5 Branch Line 107 Node - 33.8 32.2 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.042 b179 169 Node - 33.8 33.8 - Dyna Flow 1-1/2 80.9 0.012 1.304 21.7 2.9 Branch Line 109 Node - 33.8 32.5 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.056 b180 171 Node - 33.8 34.4 - Dyna Flow 1-1/2 80.9 0.016 1.700 25.0 3.3 Branch Line 111 Node - 33.8 32.7 - 120 1.500 23.8 0.000 _______ 21 1.752 104.7 0.075 b181 173 Node -33.8 35.0 - Dyna Flow 1-1/2 80.9 0.021 . 2.184 28.7 3.8 Branch Line 113 Node - 33.8 32.8 - 120 1.500 23.8 0.000 _______ 2T 1.752 104.7 0.098 b182 176 Node - 33.8 35.7 - Dyna Flow 1-1/2 80.9 0.026 2.740 32.4 4.3 Branch Line 115 Node - 33.8 33.0 - 120 1.500 23.8 0.000 _______ 2T 1.752 104.7 0.125 3 177 Node - 33.8 36.4 - Dyna Flow 1-1/2 80.9 0.032 3.364 36.2 4.8 Branch Line 117 Node - 33.8 33.1 - 120 1.500 23.8 0.000 ________ 2T 1.752 104.7 0.156 b184 74 Node - 31.0 25.7 - Dyna Flow 3 10.5 0.009 0.184 98.4 3.6 Branch Line 72 Node - 30.9 25.5 - 120 3.000 10.4 0.022 E 3.340 20.9 0.087 b162 203 Head 8.00 33.8 21.6 - Dyna Thread 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 204 ~ Head 8.00 33.8 21.6 - 120 1.500 0.0 0.000 _________ - 1.639 7.1 0.000 _ b163 131 Node - 33.8 21.7 - Dyna Thread 1-1/2 2.2 0.000 0.001 -1.1 0.2 Branch Line 205 Head 8.00 33.8 21.7 - 120 1.500 8.6 0.000 _______ 1 1.639 10.8 0.000 b198 133 Node - 33.8 21.7 - Dyna Thread 1-1/2 2.2 0.000 0.001 -1.1 0.2 Branch Line 206 Head 8.00 33.8 21.7 - 120 1.500 8.6 0.000 _______ T 1.639 10.8 0.000 b199 135 Node - 33.8 19.0 - Dyna Thread 1-1/2 5.8 0.000 0.001 -1.1 0.2 Branch Line 207 Head 8.00 33.8 19.0 - 120 1.500 8.6 0.000 _______ ___ T 1.639 14.4 0.000 ml 72 Node - 30.9 25.5 - Dyna Thread 1-1/2 2.8 0.282 3.197 98.2 14.9 Riser Nipple 71 Node - 33.7 21.1 - 120 1.500 8.6 1.191 _______ _______ 1 1.639 11.4 1.501 ______ __________ mn2 74 Node - 31.0 25.7 - Dyna Thread 1-1/2 2.8 0.285 3.233 98.8 15.0 Riser Nipple 73 Node - 33.8 21.3 - 120 1.500 8.6 1.191 ________ 1 1.639 11.4 1.519 _ m3 76 Node -31.0 26.1 - Dyna Thread 1-1/2 2.8 0.285 3.238 98.9 15.0 _Ri ________ ser Nipple 75 Node - 33.8 21.6 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 1.521 m4 78 Node - 31.0 26.8 - Dyna Thread 1-1/2 2.8 0.011 0.120 -16.7 2.5 Riser Nipple 77 Node - 33.8 25.8 - 120 1.500 8.6 1.191 _______ T 1.639 11.4 0.043 mS 80 Node - 31.0 27.6 - Dyna Thread 1-1/2 2.8 0.007 0.074 -12.8 2.0 Riser Nipple 79 Node - 33.8 26.4 - 120 1.500 8.6 1.191 T 1.639 11.4 0.026 82 Node - 31.0 - 28.2 - Dyna Thread 1-1/2 2.8 0.004 0.048 -10.1 1.5 Riser Nipple 81 Node - 33.8 27.1 - 120 1.500 8.6 1.191 1 1 1.639 1 11.4 1 0.016 OniniCADD Hydraulic Calculation Software v. 2.3 'July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 10 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss p - ft psi gpm ft psi/ft psi gpm ft/s 84 Node - 31.0 28.8 - Dyna Thread 1-1/2 2.8 0.003 0.031 -8.0 1.2 Riser Nipple 83 Node - 33.8 27.6 - 120 1.500 8.6 1.191 1 _______ 1.639 11.4 0.010 m8 _ 86 Node - 31.0 29.2 - Dyna Thread 1-1/2 2.8 0.002 0.021 -6.5 1.0 Riser Nipple 85 Node - 33.8 28.0 - 120 1.500 8.6 1.191 1 1.639 11.4 0.007 m9 88 Node - 31.0 29.6 - Dyna Thread 1-1/2 2.8 0.001 0.014 -5.3 0.8 Riser Nipple 87 Node - 33.8 28.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.004 frW 90 Node - 31.0 30.1 - Dyna Thread 1-1/2 2.8 0.001 0.011 0.7 Riser Nipple 89 Node - 33.8 28.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 ml 92 Node - 31.0 30.5 - it Dyna Thread 1-1/2 2.8 0.001 0.010 0.7 Riser Nipple 91 Node - 33.8 29.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 ml 2 4 Node - 31.0 30.9 - Dyna Thread 1-1/2 2.8 0.001 0.011 4.6 0.7 Riser Nipple 93 Node - 33.8 29.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 96 Node - 31.0 31.3 - Dyna Thread 1-1/2 2.8 0.001 0.015 -5.5 0.8 Riser Nipple 95 Node - 33.8 30.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.005 T 98 Node - 31.0 31.7 - Dyna Thread 1-1/2 2.8 0.002 0.023 -6.9 1.0 Riser Nipple 97 Node - 33.8 30.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.007 m15 100 Node - 31.0 32.1 - Dyna Thread 1-1/2 2.8 0.003 0.035 -8.6 1.3 Riser Nipple 99 Node - 33.8 30.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.012 102 Node - 31.0 32.4 - Dyna Thread 1-1/2 2.8 0.005 0.053 -10.7 1.6 Riser Nipple 101 Node - 33.8 31.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.018 I17 104 Node - 31.0 32.7 - Dyna Thread 1-1/2 2.8 0.007 0.076 -13.1 2.0 Riser Nipple 103 Node - 33.8 31.6 - 120 1.500 8.6 1.191 1 1.639 11.4 0.027 8 106 Node - 31.0 33.0 - Dyna Thread 1-1/2 2.8 0.010 0.108 -15.8 2.4 Riser Nipple 105 Node - 33.8 32.0 - 120 1.500 8.6 1.191 ______ _______ _______ T 1.639 11.4 0.039 108 Node - 31.0 33.3 - Dyna Thread 1-1/2 2.8 0.013 0.148 -18.7 2.8 Riser Nipple 107 Node - 33.8 32.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.054 TO Node - 31.0 33.5 - Dyna Thread 1-1/2 2.8 0.017 0.196 -21.7 3.3 Riser Nipple 109 Node - 33.8 32.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.073 T 112 Node - 31.0 33.6 - Dyna Thread 1-1/2 2.8 0.022 0.255 -25.0 3.8 Riser Nipple 111 Node - 33.8 32.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.098 114 Node - 31.0 33.7 - Dyna Thread 1-1/2 2.8 0.029 0.328 -28.7 4.4 Riser Nipple 113 Node - 33.8 32.8 - 120 1.500 8.6 1.191 T 1.639 11.4 0.128 116 Node - 31.0 33.7 - Dyna Thread 1-1/2 2.8 0.036 0.412 -32.4 4.9 Riser Nipple 115 Node - 33.8 33.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.164 m24 118 Node - 31.0 33.7 - Dyna Thread 1-1/2 2.8 0.045 0.505 -362 5.5 Riser Nipple 117 Node - 33.8 33.1 - 120 1.500 8.6 1.191 _____ T 1.639 11.4 0.204 m25 132 Node - 31.0 27.2 - Dyna Thread 1-1/2 2.8 0.387 4.393 1166 17.7 Riser Nipple 131 Node - 33.8 21.7 - 120 1.500 8.6 1.191 _ 1 1.639 11.4 2.116 Node -31.0 27.3 -Dyna Thread 1-1/2 2.8 0.387 4.386 1165 17.7 Riser Nipple 133 Node -33.8 21.7 -120 1.500 8.6 1.191 F 7 rn26i T 2.112 1.639 11.4 136 Node - 31.0 27.4 - Dyna Thread 1-1/2 2.8 0.638 7.238 1527 23.2 Riser Nipple 135 Node - 33.8 19.0 - 120 1.500 8.6 1.191 T 1.639 11.4 3.631 ______ _________ T38 Node - 31.0 27.8 - Dyna Thread 1-1/2 2.8 0.011 0.120 17 2.5 RiserNipple 137 Node - 33.8 26.5 - 120 1.500 8.6 1.191 _ T 1.639 11.4 ___ 0.043 _________ 29 140 Node - 31.0 28.2 - Dyna Thread 1-1/2 2.8 0.007 0.074 12.8 2.0 Riser Nipple 139 Node - 33.8 26.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.026 OmniADD Hydraulic Calculation Software v. 2.3 :July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 11 PIPES Start/End Nodes - Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total gh Pres.Vel.Loss - ft psi gpm _________ ________ ft _psi/ft psi _gpm 30 142 Node - .31.0 28.6 - Dyna Thread 1-1/2 2.8 1 0.004 0.048 10.1 1.5 Riser Nipple 141 Node - 33.8 27.4 - 120 1.500 8.6 1.191 ________ T 1.639 11.4 0.016 T 144 Node - 31.0 29.0 - Dyna Thread 1-1/2 2.8 0.003 0.031 8.0 1.2 Riser Nipple 143 Node - 33.8 27.8 - 120 1.500 8.6 1.191 ________ T 1.639 11.4 0.010 m32 146 Node - 31.0 29.4 - Dyna Thread 1-1/2 2.8 0.002 0.021 6.5 1.0 Riser Nipple 145 Node - 33.8 28.2 - 120 1.500 8.6 1.191 ________ T 1.639 11.4 _____ 0.007 148 Node - 31.0 29.8 - Dyna Thread 1-1/2 2.8 0.001 0.014 5.3 0.8 Riser Nipple 147 Node - 33.8 28.6 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.004 m34 150 Node - 31.0 30.2 - Dyna Thread 1-1/2 2.8 0.001 0.011 4.5 0.7 Riser Nipple 149 Node - 33.8 29.0 - 120 1.500 8.6 1.191 ________ T 1.639 11.4 0.003 m35 152 Node - 31.0 30.6 - Dyna Thread 1-1/2 2.8 0.001 _____ 0.010 4.3 0.7 Riser_________ Nipple 151 Node - 33.8 29.4 - 120 1.500 8.6 1.191 __ T 1.639 11.4 0.003 i i 154 Node - 31.0 31.0 Dyna Thread 1-1/2 - 2.8 0.001 0.011 4.6 0.7 Riser Nipple 153 Node - 33.8 29.8 - 120 1.500 8.6 1.191 __________ T 1.639 11.4 0.003 Y 156 Node - 31.0 31.4 - Dyna Thread 1-1/2 2.8 0.001 0.015 -5.5 0.8 Riser Nipple 155 Node - 33.8 30.2 - 120 1.500 8.6 1.191 _______ T 1.639 11.4 0.005 158 Node - 31.0 31.9 - Dyna Thread 1-1/2 2.8 0.002 0.023 6.9 1.0 Riser Nipple 157 Node - 33.8 30.7 - 120 1.500 8.6 1.191 ________ T 1.639 11.4 _ 0.007 m39 160 Node -31.0 32.4 - Dyna Thread 1-1/2 2.8 0.003 0.035 8.6 1.3 Riser Nipple 159 Node - 33.8 31.1 - 120 1.500 8.6 1.191 _______ T 1.639 11.4 0.012 i 31.0 32.9 - Dyna Thread 1-1/2 2.8 0.005 0.053 10.7 1.6 Riser Nipple 161 Node - 33.8 31.6 - 120 1.500 8.6 1.191 , _______ T 1.639 11.4 0.018 1 i 31.0 33.4 - Dyna Thread 1-1/2 2.8 0.007 0.076 13.1 2.0 Riser Nipple 163 Node - 33.8 32.1 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.027 ~n42 166 Node - 31.0 34.0 - Dyna Thread - 1-1/2 2.8 0.010 0.108 15.8 2.4 Riser Nipple 165 Node - 33.8 32.7 - 120 1.500 8.6 1.191 ________ T 1.639 11.4 0.039 _____ _____ rn43 168 Node - 31.0 34.6 - Dyna Thread 1-1/2 2.8 0.013 0.148 18.7 2.8 Riser Nipple 167 Node - 33.8 33.2 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.054 m44170 Node - 31.0 35.2 - Dyna Thread 1-1/2 2.8 0.017 0.196 1 21.7 3.3 Riser Nipple 169 Node - 33.8 33.8 - 120 1.500 8.6 1.191 T 1.639 11.4 0.073 m45 172 Node - 31.0 35.8 - Dyna Thread 1-1/2 2.8 0.022 0.255 25.0 3.8 Riser Nipple 171 Node - 33.8 34.4 - 120 1.500 8.6 1.191 ______ 1 1.639 11.4 0.098 m46 174 Node - 31.0 36.5 - DynaThread 1-1/2 2.8 0.029 0.328 28.7 4.4 Riser Nipple 173 Node - 33.8 35.0 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.128 m47 175 Node - 31.0 37.3 - Dyna Thread 1-1/2 2.8 0.036 0.412 32.4 4.9 Riser Nipple 176 Node - 33.8 35.7 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.164 m48 178 Node - 31.0 38.1 - Dyna Thread 1-1/2 2.8 0.045 0.505 36.2 5.5 Riser Nipple 177 Node - 33.8 36.4 - 120 1.500 8.6 1.191 _______ T 1.639 11.4 0.204 cm25 76 Node - 31.0 26.1 - Dyna Flow 3 11.0 0.032 0.350 197.0 7.2 Cross_ Main 74 Node - 31.0 25.7 - 120 3.000 0.0 0.000 - 3.340 11.0 0.350 ____ __ cm26 78 Node - 31.0 26.8 - Dyna Flow 3 11.5 0.068 0.777 10.8 Cro_______ss Main 76 Node - 31.0 26.1 - 120 3.000 0.0 0.000 - 3.340 11.5 0.790 cm27 80 Node - 31.0 27.6 - Dyna Flow 3 11.8 i 0.061 0.713 2792 10.2 Cross Main - 78 Node - 31.0 26.8 - 120 3.000 0.0 0.000 - 3.340 1 11.8 0.704 28 82 Node - 31.0 28.2 - Dyna Flow 3 12.0 0.056 0.668 2664 9.8 Cross Main 80 Node - 31.0 27.6 - 120 3.000 0.0 0.000 - 3.340 12.0 0.640 1 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 12 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss F-# HWC Fittings Nom.Diam. Int.Diam. Eq.Length Total Length Fr.Loss _______ Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge ft Psi ft psi/fl psi gpm ______ ft/s 9 84 Node - 31.0 28.8 - Dyna Flow 3 10.5 0.052 0.544 256.4 9.4 Cross Main 82 Node - 31.0 28.2 - 120 3.000 0.0 0.000 - 3.340 10.5 0.593 cm30 86 Node - 31.0 29.f---- Dyna Flow 3 9.0 0.049 0.440 248.4 9.1 Cross Main 84 Node - 31.0 28.8 - 120 3.000 0.0 0.000 _______ ___ - 3.340 9.0 0.557 cm3l 88 Node - 31.0 29.6 - Dyna Flow 3 9.2 0.047 0.430 241.9 8.9 Cross Main 86 Node - 31.0 29.2 - 120 3.000 0.0 0.000 - 3.340 9.2 0.528 cm32 90 Node - 31.0 30.1 - Dyna Flow 3 9.5 0.045 0.424 236.6 8.7 Cross Main 88 Node - 31.0 29.6 - 120 3.000 0.0 0.000 _______ - 3.340 9.5 0.505 cm33 92 Node - 31.0 30.5 - Dyna Flow 3 9.5 0.043 0.409 23_2.1 8.5 Cross Main 90 Node - 31.0 30.1 - 120 3.000 0.0 0.000 - 3.340 9.5 0.486 94 Node - 31.0 30.9 - Dyna Flow 3 9.5 0.042 0.395 227.8 8.3 Cross Main 92 Node - 31.0 30.5 - 120 3.000 0.0 0.000 - 3.340 9.5 0.468 cm35 96 Node - 31.0 31.3 - Dyna Flow 3 10.0 0.040 0.401 223.1 8.2 Cross Main 94 Node - 31.0 30.9 - 120 3.000 0.0 0.000 - 3.340 10.0 0.449 cm36 98 Node - 31.0 31.7 - Dyna Flow 3 10.5 0.038 0.402 217.6 8.0 Cross Main 96 Node - 31.0 31.3 - 120 3.000 0.0 0.000 - 3.340 10.5 0.427 cm37 100 Node - 31.0 32.1 - Dyna Flow 3 10.5 0.036 0.379 210.8 7.7 Cross Main 98 Node - 31.0 31.7 - 120 3.000 0.0 0.000 _______ - 3.340 10.5 0.401 cm38 102 Node -31.0 32.4 - Dyna Flow 3 10.5 0.034 0.351 202.2 7.4 Cross Main 100 Node - 31.0 32.1 - 120 3.000 0.0 0.000 _______ - 3.340 10.5 0.369 cm39 104 Node - 31.0 32.7 - Dyna Flow 3 10.8 0.030 0.325 191.5 7.0 Cross Main 102 Node - 31.0 32.4 - 120 3.000 0.0 0.000 - 3.340 10.8 0.331 40 106 Node - 31.0 33.0 - Dyna Flow 3 11.0 0.027 0.292 178.5 6.5 Cross Main 104 Node - 31.0 32.7 - 120 3.000 0.0 0.000 ______ - 3.340 11.0 0.288 41 108 Node -31.0 33.3 - Dyna Flow 3 10.5 0.022 0.235 162.8 6.0 Cross Main 106 Node - 31.0 33.0 - 120 3.000 0.0 0.000 __ - 3.340 10.5 _ 0.239 110 Node - 31.0 33.5 - Dyna Flow 3 10.0 -0.018 0.018 0.178 144.1 5.3 Cross Main 108 Node - 31.0 33.3 - 120 3.000 0.0 0.000 - 3.340 10.0 1 0.187 cm43 112 Node - 31.0 33.6 - Dyna Flow 3 10.2 0.013 0.135 122.4 4.5 Cross Main 110 Node - 31.0 33.5 - 120 3.000 0.0 0.000 _______ - 3.340 10.2 0.135 cm44 114 Node - 31.0 33.7 - Dyna Flow 3 10.5 0.009 0.091 97.5 3.6 Cross Main 112 Node - 31.0 33.6 - 120 3.000 0.0 0.000 - 3.340 10.5 0.086 cm45 116 Node - 31.0 33.7 - Dyna Flow 3 10.2 0.005 0.047 68.9 2.5 Cross Main 114 Node - 31.0 33.7 - 120 3.000 0.0 0.000 - 3.340 10.2 0.043 __________ cm46 118 Node - 31.0 33.7 - Dyna Flow 3 10.0 0.001 0.014 36.2 1.3 Cross Main 116 Node - 31.0 33.7 - 120 3.000 0.0 0.000 - 3.340 10.0 0.012 fml 122 Node - 10.0 54.8 - Dyna Flow 4 21.0 0.092 3.159 681.7 15.0 Feed Main 121 Node - 31.0 42.6 - 120 4.000 13.7 9.093 _______ E 4.314 34.7 1.507 fm2 179 Node - 31.0 39.6 - Dyna Flow 4 18.3 0.092 2.913 -681.7 15.0 Feed Main 121 Node - 31.0 42.6 - 120 4.000 13.7 0.000 E 4.314 32.0 1.507 fm32 123 Node - 10.0 56.6 - Dyna Flow 4 5.2 0.092 1.726 681.7 15.0 Feed Main 122 Node - 10.0 54.8 - 120 4.000 13.7 0.000 E 4.314 19.0 1.507 frn3l 123 Node - 10.0 56.6 - Dyna Flow 4 8.0 0.092 6.320 -681.7 15.0 Feed Main 124 Node - 2.0 66.4 - 120 4.000 61.5 3.464 _______ EBS 4.314 69.5 1.507 7 134 Node - 31.0 27.3 - Dyna Flow 4 10.5 0.004 0.037 116.9 2.6 Feed Main 132 Node - 31.0 27.2 - 120 4.000 0.0 0.000 - 4.314 10.5 0.044 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 13 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge p ft psi gp_ ft _psi/ft psi _gp ft/s 136 Node - 3 1.0 27.4 - Dyna Flow 4 11.0 0.013 0.137 233.1 5.1 Feed Main 134 Node - 31.0 27.3 - 120 4.000 0.0 0.000 ______ - 4.314 11.0 0.176 fm9 138 Node - 31.0 27.8 - Dyna Flow 4 11.5 0.032 0.365 385.8 8.5 Feed Main 136 Node - 31.0 27.4 - 120 4.000 0.0 0.000 - 4.314 11.5 0.483 fm10 140 Node - 31.0 28.2 - Dyna Flow 4 11.8 0.035 0.403 402.5 8.8 Feed Main 138 Node - 31.0 27.8 - 120 4.000 0.0 0.000 - 4.314 11.8 0.525 fmll 142 Node 31.0 28.6 - Dyna Flow 4 12.0 0.037 0.436 415.3 9.1 Feed Main 140 Node - 31.0 28.2 - 120 4.000 0.0 0.000 - 4.314 12.0 0.559 fm12 144 Node - 31.0 29.0 - Dyna Flow 4 10.5 0.038 0.399 425.4 9.3 Feed Main 142 Node - 31.0 28.6 - 120 4.000 0.0 0.000 - 4.314 10.5 0.587 fm13 146 Node - 31.0 29.4 - Dyna Flow 4 9.0 0.040 0.354 433.3 9.5 Feed Main 144 Node - 31.0 29.0 - 120 4.000 0.0 0.000 ________ - 4.314 9.0 0.609 fm14 148 Node - 31.0 29.8 Dyna Flow 4 9.2 0.041 0.374 439.8 9.7 Feed Main 146 Node - 31.0 29.4 - 120 4.000 0.0 0.000 - 4.314 9.2 0.627 150 Node - 31.0 30.2 - Dyna Flow 4 9.5 0.042 0.393 445.1 9.8 Feed Main 148 Node - 31.0 29.8 - 120 4.000 0.0 0.000 _ - 4.314 9.5 0.642 Node - 31.0 30.6 - Dyna Flow 4 9.5 0.042 0.400 449.6 9.9 Feed Main ml 6 152 150 Node - 31.0 30.2 - 120 4.000 0.0 0.000 - 4.314 9.5 0.656 fm17 154 Node - 31.0 31.0 - Dyna Flow 4 9.5 0.043 0.407 453.9 10.0 Feed Main 152 Node - 31.0 30.6 - 120 4.000 0.0 0.000 _______ - 4.314 9.5 0.668 fml8 156 Node - 31.0 31.4 - Dyna Flow 4 10.0 0.044 0.437 458.6 10.1 Feed Main 154 Node - 31.0 31.0 - 120 4.000 0.0 0.000 - 4.314 10.0 0.682 19 158 Node - 31.0 31.9 - Dyna Flow 4 10.5 0.045 0.469 464.1 10.2 Feed Main 156 Node - 31.0 31.4 - 120 4.000 0.0 0.000 _______ - 4.314 10.5 0.698 160 Node - 31.0 32.4 - Dyna Flow 4 10.5 0.046 0.482 471.0 10.3 Feed Main 158 Node - 31.0 31.9 - 120 4.000 0.0 0.000 _______ - 4.314 10.5 0.719 Node - 31.0 32.9 - Dyna Flow 4 10.5 0.048 0.498 479.5 10.5 Feed Main 160 Node - 31.0 32.4 - 120 4.000 0.0 0.000 - 4.314 10.5 0.746 fm22 164 Node - 31.0 33.4 - Dyna Flow 4 10.8 0.050 0.531 490.2 10.8 Feed Main 162 Node - 31.0 32.9 - 120 4.000 0.0 0.000 - 4.314 10.8 0.779 166 Node - 31.0 34.0 - Dyna Flow 4 11.0 0.052 0.571 503.2 11.0 Feed Main 164 Node - 31.0 33.4 - 120 4.000 0.0 0.000 - 4.314 11.0 0.821 168 Node - 31.0 34.6 - Dyna Flow 4 10.5 0.055 0.577 518.9 11.4 Feed Main 166 Node - 31.0 34.0 - 120 4.000 0.0 0.000 - 4.314 10.5 0.873 1 fm25 170 Node - 31.0 35.2 - Dyna Flow 4 10.0 0.059 0.586 537.6 11.8 Feed Main 168 Node - 31.0 34.6 - 120 4.000 0.0 0.000 - 4.314 10.0 0.937 172 Node - 31.0 35.8 - Dyna Flow 4 10.2 0.063 0.647 559.3 12.3 Feed Main 170 Node - 31.0 35.2 - 120 4.000 0.0 0.000 - 4.314 10.2 1.014 fm27 174 Node - 31.0 36.5 - Dyna Flow 4 10.5 0.069 0.718 584.4 12.8 Feed Main 172 Node - 31.0 35.8 - 120 4.000 0.0 0.000 - 4.314 10.5 1.107 175 Node - 31.0 37.3 - Dyna Flow 4 10.2 0.075 0.766 613.1 13.5 Feed Main 174 Node - 31.0 36.5 - 120 4.000 0.0 0.000 - 4.314 10.2 1.219 fri 178 Node - 31.0 38.1 - Dyna Flow 4 10.0 0.083 0.822 645.5 14.2 Feed Main 175 Node - 31.0 37.3 - 120 4.000 0.0 0.000 - 4.314 10.0 1 1.351 30 1791 Node - 31.0 39.6 - Dyna Flow 4 2.8 0.092 1.504 681.7 15.0 Feed Main 178 Node - 31.0 38.1 - 120 4.000 13.7 0.000 E 4.314 16.5 1.507 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 14 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length I Pres.Vel.Loss - ft psi __________ ________ ft psi/ft psi _gpm ft/s i3 124 Node - 2.0 66.4 - Dyna Flow 6 2.0 0.014 0.543 -681.7 6.8 Feed Main 125 Node - 2.0 67.0 - 120 6.000 38.3 0.000 _ T 6.385 40.3 0.314 fm4 125 Node - 2.0 67.0 - Dyna Flow 6 1.0 0.014 0.013 -681.7__ 6______.8 Feed Main 126 Node - 1.0 67.4 - 120 6.000 0.0 0.433 - 6.385 1.0 0.314 up2 189 FPLD 5.0 -4.0 70.1 - Ductile 8 5.0 0.003 0.429 682.8 3.9 Underground 127 Node - -4.0 69.7 - 140 8.000 160.2 0.000 3ET12 8.450 165.2 ______ 0.103 129 Node -4.0 75.3 - Ductile 8 10.0 0.003 0.194 682.8 3.9 Underground 189 FPLD 5.0 -4.0 70.1 - 140 8.000 64.9 0.000 _______ TG 8.450 74.9 0.103 iiL 'i 1.0 67.4 - Ductile 8 5.0 0.003 0.091 -682.8_ 3______.9 Underground 127 Node - -4.0 69.7 - 140 8.000 29.9 2.165 E 8.450 34.9 0.103 up25 187 Node - -4.0 78.1 - Ductile 10 5.0 0.003 0.013 -1182.8 4.5 Underground 1 Src [...) -4.0 78.1 0.0 140 10.000 0.0 0.000 - 10.340 5.0 ______ 0.137 up26 187 Node - -4.0 78.1 - Ductile 10 792.5 0.001 0.872 726.9 2.8 Underground 188 Node - -4.0 77.2 - 140 10.000 7.2 0.000 _______ G 10.340 799.6 0.052 183 Ji - -4.0 75.3 - PVC200 8 12.9 0.002 0.027 500.0 3.5 Underground 190 Hose 500.0 4.0 75.3 500.0 150 8.000 0.0 0.000 - 7.660 12.9 0.082 up3 62 Node - -4.0 76.9 - PVC200 8 52.0 0.002 0.135 454.3 3.2 Underground 61 Node - 4.0 77.1 - 150 8.000 25.7 0.000 ________ EG 7.660. 77.7 0.067 up4 61 Node - -4.0 77.1 - PVC200 8 138.0 0.002 0.239 -454.3 3.2 Underground 119 Node - -4.0 77.3 - 150 8.000 0.0 0.000 - 7.660 138.0 0.067 upS 67 Node - 4.0 76.8 - PVC200 8 64.0 0.002 0.148 -454.3 3.2 Underground 62 Node - 4.0 76.9 - 150 8.000 21.1 0.000 _______ E 7.660 85.1 0.067 6 64 Node - 4.0 75.8 - PVC200 8 220.0 0.002 0.382 454.3 3.2 Underground 63 Node - 4.0 76.2 - 150 8.000 0.0 0.000 - 7.660 220.0 0.067 up7 63 Node - -4.0 76.2 - PVC200 8 28.0 0.002 0.085 454.3 3.2 Underground 69 Node - -4.0 76.3 - 150 8.000 21.1 0.000 _______ E 7.660 49.1 0.067 upS 65 Node - -4.0 75.5 - PVC200 8 150.0 0.002 0.297 -454.3 3.2 Underground 64 Node - 4.0 75.8 - 150 8.000 21.1 0.000 E 7.660 171.1 0.067 up9 64 Node - 4.0 75.8 - PVC200 8 25.0 0.000 0.000 0.0 0.0 Underground 66 Node - 4.0 75.8 - 150 8.000 41.1 0.000 T 7.660 66.1 0.000 ij[ - 4.0 75.3 - PVC200 8 117.8 0.002 0.204 -454.3 3.2 Underground 65 Node - -4.0 75.5 - 150 8.000 0.0 0.000 - 7.660 117.8 0.067 ijiT 68 i'ii -4.0 76.4 - PVC200 8 220.0 0.002 0.418 454.3 3.2 Underground 67 Node - -4.0 76.8 - 150 8.000 21.1 0.000 E 7.660 241.1 0.067 up12 69 Node - 4.0 76.3 - PVC200 8 65.0 0.002 0.113 -4543 3.2 Underground 68 Node - 4.0 76.4 - 150 8.000 0.0 0.000 - 7.660 65.0 0.067 68 Node - -4.0 76.4 - PVC200 8 16.0 0.000 0.000 0.0 0.0 __________ Underground 70 Node - 4.0 76.4 - 150 8.000 41.1 0.000 T 7.660 57.1 0.000 119 1JI - 4.0 77.3 - PVC200 8 15.0 0.000 0.000 0.0 0.0 Underground 120 Node - 4.0 77.3 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 up15 119 N 4.0 77.3 - PVC200 8 61.0 0.002 0.106 4543 3.2 Underground 180 Node - 4.0 77.4 - 150 8.000 0.0 0.000 - 7.660 61.0 0.067 17 129 Node - 4.0 75.3 - PVC200 8 82.2 0.000 0.059 -226.2 1.6 Underground 183 Node - 4.0 75.3 - 150 8.000 41.1 0.000 T 7.660 123.4 0.017 18 180 Node - -4.0 77.4 - PVC200 8 15.0 0.000 0.000 co 0.0 Underground 181 Node - -4.0 77.4 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:44 PM Palomar Airport Building#1 Page: 15 PIPES Start/End Nodes - Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss - ft psi gpm __________ ft psi/ft psi ft/s 9 180 Node - -4.0 77.4 - PVC200 8 187.0 0.002 0.324 -454.3 3.2 Underground 185 Node - -4.0 77.8 - 150 8.000 0.0 0.000 ________ - 7.660 187.0 0.067 1 3 -4.0 75.3 - PVC200 8 85.0 0.004 0.441 ____ -7 28.7 --7 - _____ 5.1 Underground 184 Node - -4.0 75.8 - 150 8.000 21.1 0.000 _______'E 7.660 106.1 0.173 up22 184 Node --4.0 75.8 - PVC200 8 311.0 0.004 1.381 -728.7 5.1 Underground 188 Node - -4.0 77.2 - 150 8.000 21.1 0.000 _ E 7.660 332.1 0.173 up23 185 Node - -4.0 77.8 - PVC200 8 15.0 0.000 0.000 0.0 0.0 Underground 186 Node - -4.0 77.8 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 up24 185 Node - -4.0 77.8 - PVC200 8 134.0 0.002 0.304 -454.3 32 Underground 187 Node - -4.0 78.1 - 150 8.000 41.1 0.000 T 7.660 1 175.1 0.067 1 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01v1 Palomar or Building#1 Page:'1( FLOW DIAGRAM 117 El OmniCADD Hydraulic Calculation Software v. 2.3 is July 13, 2005 01:45 P - Palomar rt Building#1 , Page: FL AGRAM OmruCADD Hydraulic Calculation Software v. 2.3 S July 13, 2005 01:46 Pro Palomar Building#1 , Page. FL AGRAM 117 118 115 113 114 ill 121 112 109 179 ;178 110 10765 177 ~ql 105 1761175 106 i731 171 172169 l0 101 1 102- 122 170 99 97' 1971168 9, 129 125 -126 1651166 _- 8 95 T189124 163 94 127 611162 92 09 159 1571158 155 56 86 83"- 1531154 84 A 1152 82 64 141790 204 144148 66, 4z?78 Its146 202'' 1 6 i431141 199 02Eik7-76 73I1,'" 16 5 139 140 35191 196 :_4_._4_• 29 193 34__' 23 T 192 2p .72 1 49 138 207 11 56 1310 132 L ------------ OmniCAOD Hydraulic Calculation Software v. 2.3 ...,. ... ....................................... ........... HYDRAULIC CALCULATIONS for HANGAR 3 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date June 27, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittal0l\05-0058-2_Palomar_Airport_Bldl_R2.hcp Design Data: Remote Area Location REMOTE AREA 2 Occupancy Classification EXTRA HAZARD GROUP 1 Density 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 26 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1316.1 gpm Name of Contractor Pro-Tech Fire Protection Systems Corp. Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 2000S0. FT. OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose 1316.1 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 816.5 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.053 gpm Maximum Imbalance 0.1 gpm Maximum Velocity © Pipe: b1135 17.0 ft/s Maximum Fr. Loss @ Pipe: b1135 0.330 psi/ft Average Density 0.41 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 1 Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 86.1 psi Required Pressure 74.4 psi Safety Factor 13.6%, 11.7 psi Water Flowing 1316.1 gpm OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01: Palomar Building#1 Water Curves for Src: 1 0 200 400 500 600 700 800 900 1000 1100 1001 _j I 1 —7 ft - 90 80 70 ---------------------- - 60 PS15() - - ;7:................ — 40 ------ ------ ---- -___- 30 20 ------------------ - 10 - n - Page: 1200 1300 1400 1500 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve L Values - X: psi © gpm Supply Curve @ Src: 1 A: 95 © 0 - B : 86.1 @ 1316.1 - C : 85 @ 1404 Demand Curve © Src: 1 16.3 @0 - 0:74.4 © 1316.1 End Head Pressure Responce 0 © 0 - E: 0 @ 1316.1 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation X V Res. Pres. Discharge ft ft psi 9P!!L__ 1 Src [...] -4.0 734.2 156.6 74.4 0.0 443 Head 8.00 33.8 357.6 574.1 19.3 - 424 Head 8.00 33.8 349.5 574.1 19.1 - 204 Head 8.00 33.8 388.4 572.9 22.9 - 205 Head 8.00 33.8 378.4 572.9 21.6 - 206 Head 8.00 33.8 368.4 572.9 20.1 - 442 Head 8.00 33.8 357.6 566.9 19.3 - 425 Head 8.00 33.8 349.5 566.9 19.1 - 209 Head 8.00 33.8 388.4 563.4 22.9 - 210 Head 8.00 33.8 378.4 563.4 21.6 - 211 Head 8.00 33.8 368.4 563.4 20.1 - 441 Head 8.00 33.8 357.6 559.8 18.8 - 426 Head 8.00 33.8 349.5 559.8 18.7 - 214 Head 8.00 33.8 388.4 553.9 23.2 - 215 Head 8.00 33.8 378.4 553.9 21.1 - 216 Head 8.00 33.8 368.4 553.9 15.6 31.6 440 Head 8.00 33.8 357.6 552.7 16.4 32.4 427 Head 8.00 33.8 349.5 552.7 16.2 32.2 439 Head 8.00 33.8 357.6 545.6 15.1 31.1 428 Head 8.00 33.8 349.5 545.6 14.9 30.9 221 Head 8.00 33.8 388.4 544.4 23.4 - 222 Head 8.00 33.8 378.4 544.4 20.8 - 223 Head 8.00 33.8 368.4 544.4 14.5 30.5 438 Head 8.00 33.8 357.6 538.4 14.4 30.4 338 Head 8.00 33.8 346.1 538.4 14.3 30.3 226 Head 8.00 33.8 388.4 534.9 23.5 - 227 Head 8.00 33.8 378.4 534.9 20.6 - 228 Head 8.00 33.8 368.4 534.9 14.1 30.0 437 Head 8.00 33.8 357.6 531.3 14.2 30.2 337 Head 8.00 33.8 346.1 531.3 14.1 30.1 231 Head 8.00 33.8 388.4 525.4 23.7 - 232 Head 8.00 33.8 378.4 525.4 20.3 - 233 Head 8.00 33.8 368.4 525.4 14.1 30.0 436 Head 8.00 33.8 357.6 524.2 14.2 30.2 262 Head 8.00 33.8 346.1 524.2 14.1 30.1 435 Head 8.00 33.8 357.6 517.1 14.3 30.3 261 Head 8.00 33.8 346.1 517.1 14.3 30.2 236 Head 8.00 33.8 388.4 515.9 23.9 - 237 Head 8.00 33.8 378.4 515.9 20.0 35.8 238 Head 8.00 33.8 368.4 515.9 14.1 30.1 434 Head 8.00 33.8 357.6 509.9 14.9 30.9 257 Head 8.00 33.8 346.1 509.9 14.8 30.8 241 Head 8.00 33.8 388.4 506.4 24.0 - 242 Head 8.00 33.8 378.4 506.4 20.0 35.8 243 Head 8.00 33.8 368.4 506.4 14.6 30.6 433 Head 8.00 33.8 357.6 502.8 16.1 32.1 252 Head 8.00 33.8 346.1 502.8 16.0 32.0 246 Head 8.00 33.8 388.4 496.9 24.2 - 247 Head 8.00 33.8 378.4 496.9 20.4 36.1 248 Head 8.00 33.8 368.4 496.9 15.9 31.9 432 Head 8.00 33.8 357.6 495.7 18.2 - 250 Head 8.00 33.8 346.1 495.7 18.1 - 431 Head 8.00 33.8 357.6 488.6 20.3 - 245 Head 8.00 33.8 346.1 488.6 20.2 - 253 Head 8.00 33.8 388.4 487.4 24.4 - 254 Head 8.00 33.8 378.4 487.4 21.5 - 255 Head 8.00 33.8 368.4 487.4 18.3 - 430 Head 8.00 33.8 357.6 481.4 22.4 - 240 Head 8.00 33.8 346.1 481.4 22.3 - 258 Head 8.00 33.8 388.4 477.9 24.7 - 259 Head 8.00 33.8 378.4 477.9 24.1 - 260 Head 8.00 33.8 368.4 477.9 23.5 - 120 Hose 500.0 -4.0 714.2 538.6 71.8 500.0 415 FPLD 5.0 -4.0 719.2 477.6 66.7 - 61 Node - -4.0 729.2 676.6 72.1 - 62 Node - -4.0 677.2 676.6 72.2 - 63 Node - -4.0 392.2 640.6 72.7 - 64 Node - -4.0 172.2 640.6 73.0 - 65 Node - -4.0 22.2 640.6 73.2 - 67 Node - -4.0 677.2 612.6 72.3 - 68 Node - -4.0 457.2 612.6 72.6 - 69 Node - -4.0 392.2 612.6 72.7 - 423 Node j 33.8 346.1 574.1 19.1 - OmniCADD Hydraulic Calculation Software v. 2.3 S S [IJ July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 5 NODES # T Value Elevation X V Res. Pres. Discharge ft ft ft psi gpm 422 Node - 33.8 346.1 566.9 19.1 - 263 Node - 33.8 708.3 561.3 41.7 - 264 Node - 31.0 708.3 561.3 42.8 - 265 Node - 33.8 699.9 561.3 41.6 - 266 Node - 31.0 699.9 561.3 42.7 - 267 Node - 33.8 691.6 561.3 41.6 - 268 Node - 31.0 691.6 561.3 42.7 - 269 Node - 33.8 681.4 561.3 41.5 - 270 Node - 31.0 681.4 561.3 42.6 - 271 Node - 33.8 669.4 561.3 41.2 - 272 Node - 31.0 669.4 561.3 42.3 - 273 Node - 33.8 657.4 561.3 40.9 - 274 Node - 31.0 657.4 561.3 42.0 - 275 Node - 33.8 645.4 1561.3 40.5 - 276 Node - 31.0 645.4 561.3 41.6 - 277 Node - 33.8 635.1 561.3 40.1 - 278 Node - 31.0 635.1 561.3 41.2 - 279 Node - 33.8 626.4 561.3 39.7 - 280 Node - 31.0 626.4 561.3 40.9 - 281 Node - 33.8 617.8 561.3 39.3 - 282 Node - 31.0 617.8 561.3 40.5 - 283 Node - 33.8 609.1 561.3 38.8 - 284 Node - 31.0 609.1 561.3 40.0 - 285 Node - 33.8 600.4 561.3 38.4 - 286 Node - 31.0 600.4 561.3 39.5 - 287 Node - 33.8 591.8 561.3 37.9 - 288 Node - 31.0 591.8 561.3 39.1 - 289 Node - 33.8 582.4 561.3 37.3 290 Node - 31.0 582.4 561.3 38.5 - 291 Node - 33.8 572.4 561.3 36.7 - 292 Node - 31.0 572.4 561.3 37.9 - 293 Node - 33.8 561.4 561.3 36.1 - 294 Node - 31.0 561.4 1561.3 37.3 - 295 Node - 33.8 549.4 561.3 35.4 - 296 Node - 31.0 549.4 561.3 36.6 - 297 Node - 33.8 537.4 561.3 34.6 - 298 Node - 31.0 537.4 561.3 35.8 - 299 Node - 33.8 525.4 561.3 33.9 - 300 Node - 31.0 525.4 561.3 35.1 - 301 Node - 33.8 513.4 561.3 31.7 - 302 Node - 31.0 513.4 561.3 32.9 - 303 Node - 33.8 501.4 561.3 30.9 - 304 Node - 31.0 501.4 561.3 32.1 - 305 Node - 33.8 491.2 561.3 30.3 - 306 Node - 31.0 491.2 561.3 31.5 - 307 Node - 33.8 482.7 561.3 29.8 - 308 Node - 31.0 482.7 561.3 31.0 - 309 Node - 33.8 474.7 561.3 29.3 - 310 Node - 31.0 474.7 561.3 30.5 - 311 Node - 33.8 467.2 561.3 28.8 - 312 Node - 31.0 467.2 561.3 30.0 - 313 Node - 33.8 458.4 561.3 28.3 - 314 Node - 31.0 458.4 561.3 29.5 - 315 Node - 33.8 448.4 561.3 27.7 - 316 Node - 31.0 448.4 561.3 28.8 - 317 Node - 33.8 438.4 561.3 27.0 - 318 Node - 31.0 438.4 561.3 28.2 - 319 Node - 33.8 428.4 561.3 26.3 - 320 Node - 31.0 428.4 561.3 27.5 - 321 Node - 33.8 418.4 561.3 25.5 - 322 Node - 31.0 418.4 561.3 26.7 - 323 Node - 33.8 408.4 561.3 24.7 - 324 Node - 31.0 408.4 561.3 25.9 - 325 Node - 33.8 398.4 561.3 23.9 - 326 Node - 31.0 398.4 561.3 25.0 - 327 Node - 33.8 388.4 561.3 22.9 - 328 Node - 31.0 388.4 561.3 24.0 - 329 Node - 33.8 378.4 561.3 21.6 - 330 Node - 31.0 378.4 561.3 22.9 - 331 Node - 33.8 368.4 561.3 20.1 - 332 Node - 31.0 368.4 561.3 21.9 - 333 Node - 33.8 357.6 561.3 19.3 - 334 Node - 31.0 357.6 561.3 21.3 - OmniCADD Hydraulic Calculation Software v. 2.3 - July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 6 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi 9 335 Node - 33.8 346.1 561.3 19.1 - 336 Node - 31.0 346.1 561.3 21.2 - 421 Node - 33.8 346.1 559.8 18.7 - 414 Node - 33.8 346.1 552.7 16.3 - 339 Node - 33.8 346.1 545.6 15.0 - 119 Node - 4.0 729.2 538.6 71.9 - 129 Node - -4.0 22.2 522.8 73.4 - 340 Node - 33.8 708.3 478.6 45.6 - 342 Node - 33.8 699.9 478.6 45.5 - 343 Node - 31.0 699.9 478.6 46.7 - 344 Node - 33.8 691.6 478.6 45.3 - 345 Node - 31.0 691.6 478.6 46.6 - 346 Node - 33.8 681.4 478.6 44.4 - 347 Node - 31.0 681.4 478.6 45.6 - 348 Node - 33.8 669.4 478.6 43.3 - 349 Node - 31.0 669.4 478.6 44.6 - 350 Node - 33.8 657.4 478.6 42.4 - 351 Node - 31.0 657.4 478.6 43.6 - 352 Node - 33.8 645.4 478.6 41.5 - 353 Node - 31.0 645.4 478.6 42.7 - 354 Node - 33.8 635.1 478.6 40.7 - 355 Node - 31.0 635.1 478.6 41.9 - 356 Node - 33.8 626.4 478.6 40.1 - 357 Node - 31.0 626.4 478.6 41.3 - 358 Node - 33.8 617.8 478.6 39.6 - 359 Node - 31.0 617.8 478.6 40.8 - 360 Node - 33.8 609.1 478.6 39.0 - 361 Node - 31.0 609.1 478.6 40.2 - 362 Node - 33.8 600.4 478.6 38.5 - 363 Node - 31.0 600.4 478.6 39.7 - 364 Node - 33.8 591.8 478.6 37.9 - 365 Node - 31.0 591.8 478.6 39.1 - 366 Node - 33.8 582.4 478.6 37.4 - 367 Node - 31.0 582.4 478.6 38.6 - 368 Node - 33.8 572.4 478.6 36.8 - 369 Node - 31.0 572.4 478.6 38.0 - 370 Node - 33.8 561.4 478.6 36.1 - 371 Node - 31.0 561.4 478.6 37.3 - 372 Node - 33.8 549.4 478.6 35.4 - 373 Node - 31.0 549.4 478.6 36.6 374 Node - 33.8 537.4 478.6 34.7 - 375 Node - 31.0 537.4 478.6 35.9 - 376 Node - 33.8 525.4 478.6 34.0 - 377 Node - 31.0 525.4 478.6 35.2 - 378 Node - 33.8 513.4 478.6 31.6 - 379 Node - 31.0 513.4 478.6 32.8 - 380 Node - 33.8 501.4 478.6 30.9 - 381 Node - 31.0 501.4 478.6 32.1 - 382 Node - 33.8 491.2 478.6 30.3 - 383 Node - 31.0 491.2 478.6 31.5 - 385 Node - 31.0 482.7 478.6 31.0 - 386 Node - 33.8 474.7 478.6 29.3 - 387 Node - 31.0 474.7 478.6 30.5 - 388 Node - 33.8 467.2 478.6 28.9 - 389 Node - 31.0 467.2 478.6 30.1 - 390 Node - 33.8 458.4 478.6 28.4 - 391 Node - 31.0 458.4 478.6 29.6 - 392 Node. - 33.8 448.4 478.6 27.8 - 393 Node - 31.0 448.4 478.6 29.0 - 394 Node - 33.8 438.4 478.6 27.2 - 395 Node - 31.0 438.4 478.6 28.4 - 396 Node - 33.8 428.4 478.6 26.7 - 397 Node - 31.0 428.4 478.6 27.9 - 398 Node - 33.8 418.4 478.6 26.1 - 399 Node - 31.0 418.4 478.6 27.4 - 400 Node - 33.8 408.4 478.6 25.6 - 401 Node - 31.0 408.4 478.6 26.9 - 402 Node - 33.8 398.4 478.6 25.2 - 403 Node - 31.0 398.4 478.6 26.4 - 404 Node - 33.8 388.4 478.6 24.7 - 405 Node - 31.0 388.4 478.6 26.0 - 406 Node - 33.8 378.4 478.6 24.1 - 407 Node - 31.0 1 378.4 1 478.6 1 25.6 1 - OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 7 NODES # Type Value Elevation X V Res. Pres. Discharge - ft ft ft psi gpm 408 Node - 33.8 368.4 478.6 23.5 - 409 Node - 31.0 368.4 478.6 25.3 - 410 Nàde - 33.8 357.6 478.6 23.2 * 411 Node - 31.0 357.6 478.6 25.2 - 412 Node - 33.8 346.1 478.6 23.2 - 413 Node - 31.0 346.1 478.6 25.1 - 341 Node - 31.0 708.3 478.6 46.9 - 384 Node - 33.8 482.7 478.6 29.8 - 420 Node - 31.0 714.2 478.6 47.3 - 419 Node - 10.0 714.2 478.6 57.6 - 418 Node - 2.0 714.2 478.6 62.6 - 417 Node - 2.0 714.2 477.6 63.3 - 416 Node - 1.0 714.2 477.6 63.8 - 181 Node - -4.0 714.2 477.6 66.1 - 180 Node - -4.0 729.2 477.6 71.9 - 183 Node - -4.0 22.2 440.6 73.5 - 184 Node - -4.0 -62.8 440.6 73.7 - 185 Node - -4.0 729.2 290.6 73.2 - 187 Node - -4.0 729.2 156.6 74.4 - 188 Node - -4.0 1 -62.8 129.61 74.1 1 - OmniCADD Hydraulic Calculation Software v. 2.3 r I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - - # Type Value Elevation Res.Pres. Discharge Fillings int.Diam. Total Length Pres.Vei.Loss III ft psi gpm ft _psUft psi 9pm ft/s 138 442 Head 8.00 33.8 19.3 - Dyna Flow 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 443 Head 8.00 33.8 19.3 - 120 1.500 0.0 0.000 - 1.752 7.1 0.000 b1118 423 Node - 33.8 19.1 - Dyna Flow 1-1/2 3.5 0.000 0.000 0.0 0.0 Branch Line 424 Head 8.00 33.8 19.1 - 120 1.500 0.0 0.000 - 1.752 3.5 0.000 b17 209 Head 8.00 33.8 22.9 - Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 204 Head 8.00 33.8 22.9 - 120 1.500 0.0 0.000 - 1.752 9.5 0.000 b18 210 Head 21.6 - Dyna Flow 1-1/2 -MOO---S3-.8 9.5 0.000 0.000 0.0 0.0 Branch Line 205 Head 8.00 33.8 21.6 - 120 1.500 0.0 0.000 - 1.752 9.5 0.000 b19 211 Head 8.00 33.8 20.1 - Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 206 Head 8.00 33.8 20.1 - 120 1.500 0.0 0.000 - 1.752 9.5 0.000 b1137 333 Node - 33.8 19.3 - Dyna Flow 1-1/2 5.6 0.000 0.000 -0.1 0.0 Branch Line 442 Head 8.00 33.8 19.3 - 120 1.500 0.0 0.000 - 1.752 5.6 0.000 b1119 422 Node - 33.8 19.1 - Dyna Flow 1-1/2 3.5 0.000 0.000 0.0 0.0 Branch Line 425 Head 8.00 33.8 19.1 - 120 1.500 0.0 0.000 - 1.752 3.5 0.000 bill 327 Node - 33.8 22.9 - Dyna Flow 1-1/2 2.1 0.000 0.000 0.0 0.0 Branch Line 209 Head 8.00 33.8 22.9 - 120 1.500 11.9 0.000 _______ T 1.752 14.0 0.000 _ b112 329 Node - 33.8 21.6 - Dyna Flow 1-1/2 2.1 0.000 0.000 0.0 0.0 Branch Line 210 Head 8.00 33.8 21.6 - 120 1.500 11.9 0.000 T 1.752 14.0 0.000 bll3 331 Node - 33.8 20.1 - Dyna Flow 1-1/2 2.1 0.000 0.000 -0.1 0.0 Branch Line 211 Head 8.00 33.8 20.1 - 120 1.500 11.9 0.000 T 1.752 14.0 0.000 b1135 440 Head 8.00 33.8 16.4 32.4 Dyna Flow 1-1/2 7.1 0.330 2.346 -127.5 17.0 Branch Line 441 Head 8.00 33.8 18.8 - 120 1.500 0.0 0.000 - 1.752 7.1 1.937 1136 441 Head 8.00 33.8 18.8 - Dyna Flow 1-1/2 1.5 0.330 0.495 -127.5 17.0 Branch Line 333 Node - 33.8 19.3 - 120 1.500 0.0 0.000 - 1.752 1.5 1.937 b1120 421 Node - 33.8 18.7 - Dyna Flow 1-1/2 3.5 0.000 0.000 0.1 0.0 Branch Line 426 Head 8.00 33.8 18.7 - 120 1.500 0.0 0.000 - 1.752 3.5 0.000 b116221 Head 8.00 33.8 23.4 - Dyna Flow 1-1/2 9.5 0.018 0.166 26.1 3.5 Branch Line 214 Head 8.00 33.8 23.2 - 120 1.500 0.0 0.000 - 1.752 1 9.5 0.081 b117 214 Head 8.00 33.8 23.2 - Dyna Flow 1-1/2 7.4 0.018 0.339 26.1 3.5 Branch Line 327 Node - 33.8 22.9 - 120 1.500 11.9 0.000 1 1.752 19.4 0.081 bI18 222 Head 8.00 33.8 20.8 - Dyna Flow 1-1/2 9.5 0.027 0.259 -33.2 4.4 Branch Line 215 Head 8.00 33.8 21.1 - 120 1.500 0.0 0.000 - 1.752 9.5 0.131 b119 215 Head 8.00 33.8 21.1 - Dyna Flow 1-1/2 7.4 0.027 0.528 -33.2 4.4 Branch Line 329 Node - 33.8 21.6 - 120 1.500 11.9 0.000 T 1.752 19.4 0.131 b120 223 Head 8.00 33.8 14.5 30.5 Dyna Flow 1-1/2 9.5 0.119 1.124 -73.3 9.8 Branch Line 216 Head 8.00 33.8 15.6 31.6 120 1.500 0.0 0.000 - 1.752 9.5 0.640 b121 216 Head 8.00 33.8 15.6 31.6 Dyna Flow 1-1/2 7.4 0.230 4.446 -104.9 14.0 Branch Line 331 Node - 33.8 20.1 - 120 1.500 11.9 0.000 T 1.752 19.4 1.312 b1134 439 Head 8.00 33.8 15.1 31.1 Dyna Flow 1-1/2 7.1 0.192 1.363 -95.0 12.6 Branch Line 440 Head 8.00 33.8 16.4 32.4 120 1.500 0.0 0.000 - 1.752 7.1 1.076 iTi 414 1i - 33.8 16.3 - Dyna Flow 1-1/2 3.5 0.026 0.090 32.2 4.3 Branch Line 427 Head 8.00 33.8 16.2 32.2 120 1.500 0.0 0.000 - 1.752 3.5 0.124 b1133 438 iHead 8.00 33.8 14.4 30.4 Dyna Flow 1-1/2 7.1 0.092 0.655 -64.0 8.5 Branch Line 439 Head 8.00 33.8 15.1 31.1 120 1.500 0.0 0.000 p - 1.752 7.1 0.488 1122 339 Node - 33.8 15.0 - Dyna Flow 1-1/2 3.5 0.024 0.083 30.9 4.1 Branch Line 428 Head 8.00 33.8 14.9 30.9 120 1.500 0.0 0.000 - 1.752 3.5 0.114 OmniCADD Hydraulic Calculation Software v. 2.3 I I I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittin_ Norn.Diam. lnt.Diam. Eq.Length Total LengLh Fr.Loss Pres.Elev.Loss Pres.VeI.Loss Flow Velocity Type - # Type Elevation Res.Pres. Discharge LII I ft psi gpm ft psi/ft psi gpm s D124 226 Head 8.00 33.8 23.5 - Dyna Flow 1-1/2 9.5 0.018 0.166 26.1 3.5 Branch Line 221 Head 8.00 33.8 23.4 - 120 1.500 0.0 0.000 - 1.752 9.5 0.081 b125 227 Head 8.00 33.8 20.6 - Dyna Flow 1-1/2 9.5 0.027 0.259 -33.2 4.4 Branch Line 222 Head 8.00 33.8 20.8 - 120 1.500 0.0 0.000 - 1.752 9.5 0.131 b126 228 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.044 0.416 -42.8 5.7 Branch Line 223 Head 8.00 33.8 14.5 30.5 120 1.500 0.0 0.000 - 1.752 9.5 0.218 b1132 437 Head 8.00 33.8 14.2 30.2 Dyna Flow 1-1/2 7.1 0.028 0.199 -33.6 4.5 Branch Line 438 Head 8.00 33.8 14.4 30.4 120 1.500 0.0 0.000 - 1.752 7.1 0.134 bllll 337 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 7.1 0.027 0.193 -33.1 4.4 Branch Line 338 Head 8.00 33.8 14.3 30.3 120 1.500 0.0 0.000 - 1.752 7.1 0.130 blll2 338 Head 8.00 33.8 14.3 30.3 Dyna Flow 1-1/2 7.1 0.091 0.644 -63.4 8.4 Branch Line 339 Node - 33.8 15.0 - 120 1.500 0.0 0.000 - 1.752 7.1 0.479 ___ b130 231 Head 8.00 33.8 23.7 - Dyna Flow 1-1/2 9.5 0.018 0.166 26.1 3.5 Branch Line 226 Head 8.00 33.8 23.5 - 120 1.500 0.0 0.000 - 1.752 9.5 0.081 b131 232 Head 8.00 33.8 20.3 - Dyna Flow 1-1/2 9.5 0.027 0.259 -33.2 4.4 Branch Line_ 227 Head 8.00 33.8 20.6 - 120 1.500 0.0 0.000 - 1.752 9.5 0.131 b132 233 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.005 0.044 -12.8 1.7 Branch Line 228 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.019 b1131 436 Head 8.00 33.8 14.2 30.2 Dyna Flow 1-1/2 7.1 0.000 0.003 -3.4 0.5 Branch Line 437 Head 8.00 33.8 14.2 30.2 120 1.500 0.0 0.000 - 1.752 7.1 0.001 blilO 262 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 7.1 0.000 0.002 -3.0 0.4 Branch Line 337 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 - - 1.752 7.1 0.001 ___ 135 Head 8.00 33.8 23.9 - Dyna Flow 1-1/2 9.5 0.018 0.166 _ 26.1 3.5 Branch Line 231 Head 8.00 33.8 23.7 - 120 1.500 0.0 0.000 1.752 9.5 0.081 237 Head 8.00 33.8 20.0 35.8 Dyna Flow 1-1/2 9.5 0.027 0.259 -33.2 4.4 Branch Line 232 Head 8.00 33.8 20.3 - 120 1.500 0.0 0.000 - 1.752 9.5 0.131 b137 238 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 9.5 0.008 0.077 17.2 2.3 Branch Line 233 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.035 b1130 435 Head 8.00 33.8 14.3 30.3 Dyna Flow 1-1/2 7.1 0.018 0.131 26.7 3.6 Branch Line 436 Head 8.00 33.8 14.2 30.2 120 1.500 0.0 0.000 - 1.752 7.1 0.085 b1109 261 Head 8.00 33.8 14.3 30.2 Dyna Flow 1-1/2 7.1 0.019 0.134 27.1 3.6 Branch Line 262 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 1.752 7.1 0.088 b1129 434 Head 8.00 33.8 14.9 30.9 Dyna Flow 1-1/2 7.1 0.075 0.530 57.1 7.6 Branch Line 435 Head 8.00 33.8 14.3 30.3 120 1.500 0.0 0.000 - 1.752 7.1 0.388 b1108 257 Head 8.00 33.8 14.8 30.8 Dyna Flow 1-1/2 7.1 0.075 0.535 57.3 7.6 Branch Line 261 Head 8.00 33.8 14.3 30.2 120 1.500 0.0 0.000 - 1.752 7.1 0.392 bl40 241 Head Tö 33.8 24.0 - Dyna Flow 1-1/2 9.5 0.018 0.166 26.1 3.5 Branch Line 236 Head 8.00 33.8 23.9 - 120 1.500 0.0 0.000 - 1.752 9.5 0.081 b141 242 Head 8.00 33.8 20.0 35.8 Dyna Flow 1-1/2 9.5 0.000 0.002 2.6 0.4 Branch Line 237 Head 8.00 33.8 20.0 35.8 120 1.500 0.0 0.000 - 1.752 9.5 0.001 l42 243 Head 800 33.8 14.6 30.6 Dyna Flow 1-112 9.5 0.053 0.500 47.3 6.3 Branch Line 238 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.267 b1128 433 Head 8.00 33.8 16.1 32.1 Dyna Flow 1-1/2 7.1 0.166 1.180 87.9 11.7 Branch Line 434 Head 8.00 33.8 14.9 30.9 120 1.500 0.0 0.000 L - 1.752 7.1 0.921 _________ D1107 252 Head 800 33.8 16.0 32.0 Dyna Flow 1-1/2 7.1 0.167 1.185 88.1 11.7 _Branch Line 257 Head 8.00 33.8 14.8 30.8 120 1.500 0.0 0.000 - 1.752 7.1 0.926 1 OmniCADD Hydraulic Calculation Software v. 2.3 I I I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 10 PIPES Start/End Nodes - Material Size Length Pres.Fr.Loss HWC Fiffings_ Noni.Diam. Int.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge - ft psi gpm ft psi/ft psi 9PL ft/s 145 246 Head 8.00 33.8 24.2 - Dyna Flow 1-1/2 9.5 0.018 0.166 26.1 3.5 Branch Line 241 Head 8.00 33.8 24.0 - 120 1.500 0.0 0.000 - 1.752 9.5 0.081 b146 247 Head 8.00 33.8 20.4 36.1 Dyna Flow 1-1/2 9.5 0.036 0.341 38.4 5.1 Branch Line 242 Head 8.00 33.8 20.0 35.8 120 1.500 0.0 0.000 - 1.752 9.5 0.176 b147 248 Head 8.00 33.8 15.9 31.9 Dyna Flow 1-1/2 9.5 0.133 1.259 77.9 10.4 Branch Line 243 Head 8.00 33.8 14.6 30.6 120 1.500 0.0 0.000 - 1.752 9.5 0.724 b1127 432 Head 8.00 33.8 18.2 - Dyna Flow 1-1/2 7.1 0.295 2.098 120.0 16.0 Branch Line 433 Head 8.00 33.8 16.1 32.1 120 1.500 0.0 0.000 - 1.752 7.1 1.716 b1106 250 Head 8.00 33.8 18.1 - Dyna Flow 1-1/2 7.1 0.296 2.102 120.1 16.0 Branch Line 252 Head 8.00 33.8 16.0 32.0 120 1.500 0.0 0.000 - 1.752 7.1 1.720 iö 253 1Head 8.00 33.8 24.4 - Dyna Flow 1-1/2 9.5 0.018 0.166 26.1 3.5 Branch Line 246 Head 8.00 33.8 24.2 - 120 1.500 0.0 0.000 - 1.752 9.5 0.081 'b151 254 Head 8.00 33.8 21.5 - Dyna Flow 1-1/2 9.5 0.122 1.160 74.6 9.9 Branch Line 247 Head 8.00 33.8 20.4 36.1 120 1.500 0.0 0.000 1.752 9.5 0.663 b152 255 Head 8.00 33.8 18.3 - Dyna Flow 1-1/2 9.5 0.251 2.375 109.8 14.6 Branch Line 248 Head 8.00 33.8 15.9 31.9 120 1.500 0.0 0.000 - 1.752 9.5 1.438 b1126 431 Head 8.00 33.8 20.3 - Dyna Flow 1-1/2 7.1 0.295 2.098 120.0 16.0 Branch Line 432 Head 8.00 33.8 18.2 - 120 1.500 0.0 0.000 - 1.752 7.1 1.716 b1105 245 Head 800 33.8 20.2 - Dyna Flow 1-1/2 7.1 0.296 2.102 120.1 16.0 Branch Line 250 Head 8.00 33.8 18.1 - 120 1.500 0.0 0.000 - 1.752 7.1 1.720 b1125 430 Head 8.00 33.8 22.4 - Dyna Flow 1-1/2 7.1 0.295 2.098 120.0 16.0 Branch Line Head 8.00 33.8 20.3 - 120 1.500 0.0 0.000 p 431 - 1.752 7.1 1.716 1104 240 Head 8.00 33.8 22.3 - Dyna Flow 1-1/2 7.1 0.296 2.102 120.1 16.0 Branch Line 245 Head 8.00 33.8 20.2 - 120 1.500 0.0 0.000 ______ - 1.752 7.1 1.720 ________ b157 404 Node - 33.8 24.7 - Dyna Flow 1-1/2 8.8 0.018 0.364 26.1 3.5 . Branch Line 253 Head 8.00 33.8 24.4 - 120 1.500 11.9 0.000 T 1.752 20.7 0.081 b158 406 Node - 33.8 24.1 - Dyna Flow 1-1/2 8.8 0.122 2.534 74.6 9.9 Branch Line 254 Head 8.00 33.8 21.5 - 120 1.500 11.9 0.000 ______ T 1.752 20.7 0.663 b159 408 Node - 33.8 23.5 - Dyna Flow 1-1/2 8.8 0.251 5.187 109.8 14.6 Branch Line 255 Head 8.00 33.8 18.3 - 120 1.500 11.9 0.000 _______ T 1.752 20.7 1.438 b1124 410 T 23.2 - Dyna Flow 1-1/2 2.9 0.295 0.846 120.0 16.0 Branch Line 430 Head 8.00 33.8 22.4 - 120 1.500 0.0 0.000 - 1.752 2.9 1.716 1103 412 Node - 33.8 23.2 - Dyna Flow 1-1/2 2.9 0.296 0.848 120.1 16.0 Branch Line 240 Head 8.00 33.8 22.3 - 120 1.500 0.0 0.000 - 1.752 2.9 1.720 b1117 422 Node - 33.8 19.1 - Dyna Flow 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 423 Node - 33.8 19.1 - 120 1.500 0.0 0.000 __ - 1.752 7.1 0.000 blll6 335 Node - 33.8 19.1 - Dyna Flow 1-1/2 5.6 0.000 0.000 -0.1 0.0 Branch Line 422 Node - 33.8 19.1 - 120 1.500 0.0 0.000 - 1.752 5.6 0.000 b164 340 Node - 33.8 45.6 - Dyna Flow 1-1/2 82.8 0.037 3.925 39.0 5.2 Branch Line 263 Node - 33.8 41.7 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.181 342 - 33.8 45.5 - Dyna Flow 1-1/2 82.8 0.036 3.800 38.3 5.1 Branch Line 265 Node - 33.8 41.6 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.175 166 344 Node 33.8 45.3 - Dyna Flow 1-1/2 82.8 0.035 3.720 37.9 5.0 Branch Line 267 Node - 33.8 41.6 - 120 1.500 23.8 0.000 p 21 1.752 106.6 0.171 167 346 Node - 33.8 44.4 - Dyna Flow 1-1/2 82.8 0.027 2.901 33.1 4.4 Branch Line 269 Node 33.8 41.5 - 120 1.500 23.8 0.000 2T 1.752 1 106.6 0.131 OmniCADD Hydraulic Calculation Software v. 2.3 I I I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 11 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length! Pres.Vel.Loss LIII ________ ft psi _p_ ft psi/ft psi _.9pa ft/s b168 348 Node - 33.8 43.3 - Dyna Flow 1-1/2 82.8 1 0.020 2.110 27.9 3.7 Branch Line 271 Node - 33.8 41.2 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.093 b169 350 Node 33.8 42.4 - Dyna Flow 1-1/2 82.8 0.014 1.476 23.0 3.1 Branch Line 273 Node - 33.8 40.9 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.063 WO 352 Node 33.8 41.5 - Dyna Flow 1-1/2 82.8 0.009 0.979 18.4 2.5 Branch Line 275 Node - 33.8 40.5 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.040 b171 354 Node - 33.8 40.7 - Dyna Flow 1-1/2 82.8 0.006 0.649 14.7 2.0 Branch Line 277 Node - 33.8 40.1 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.026 b172 356 Node - 33.8 40.1 - Dyna Flow 1-1/2 82.8 0.004 0.439 11.9 1.6 Branch Line 279 Node - 33.8 39.7 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.017 b173 358 Node - 33.8 39.6 - Dyna Flow 1-1/2 82.8 0.003 0.285 9.5 1.3 Branch Line 281 Node - 33.8 39.3 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.011 b174 360 Node - 33.8 39.0 - Dyna Flow 1-1/2 82.8 0.002 0.177 7.3 1.0 Branch Line 283 Node - 33.8 38.8 - 120 1.500 23.8 0.000 21 1.752 106.6 0.006 b175 362 Node - 33.8 38.5 - Dyna Flow 1-1/2 82.8 0.001 0.104 5.5 0.7 Branch Line 285 Node - 33.8 38.4 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.004 b176 364 Node - 33.8 37.9 - Dyna Flow 1-1/2 82.8 0.001 0.058 4.0 0.5 Branch Line 287 Node - 33.8 37.9 - 120 1.500 23.8 0.000 21 1.752 106.6 0.002 b177 366 Node - 33.8 37.4 - Dyna Flow 1-1/2 82.8 0.000 0.029 2.8 0.4 Branch Line 289 Node - 33.8 37.3 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.001 b178 368 Node - 33.8 36.8 - Dyna Flow 1-1/2 82.8 0.000 0.014 1.9 0.3 Branch Line 291 Node - 33.8 36.7 - 120 1.500 23.8 0.000 _ 21 1.752 106.6 0.000 179 370 Node - 33.8 36.1 - Dyna Flow 1-1/2 82.8 0.000 0.010 1.5 0.2 Branch Line 293 Node - 33.8 36.1 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.000 b180 372 Node - 33.8 35.4 - Dyna Flow 1-1/2 82.8 0.000 0.016 2.0 0.3 Branch Line 295 Node - 33.8 35.4 - 120 1.500 23.8 0.000 21 1.752 106.6 0.000 b181 374 Node - 33.8 34.7 - Dyna Flow 1-1/2 82.8 0.000 0.035 3.1 0.4 Branch Line 297 Node - 33.8 34.6 - 120 1.500 23.8 0.000 21 1.752 106.6 0.001 b182 376 Node - 33.8 34.0 - Dyna Flow 1-1/2 82.8 0.001 0.076 4.6 0.6 Branch Line 299 Node - 33.8 33.9 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.003 b183 378 Node 33.8 31.6 - Dyna Flow 1-1/2 82.8 0.001 0.071 -4.4 0.6 Branch Line 301 Node - 33.8 31.7 - 120 1.500 23.8 0.000 21 1.752 106.6 0.002 b184 380 Node - 33.8 30.9 - Dyna Flow 1-1/2 82.8 0.000 0.028 -2.7 0.4 Branch Line 303 Node - 33.8 30.9 - 120 1.500 23.8 0.000 ____ 2T 1.752 106.6 0.001 b185 382 Node 33.8 30.3 - Dyna Flow 1-1/2 82.8 0.000 0.009 -1.4 0.2 Branch Line 305 Node - 33.8 30;3 - 120 1.500 23.8 0.000 21 1.752 106.6 0.000 b186 384 Node - 33.8 29.8 - Dyna Flow 1-1/2 82.8 0.000 0.001 0.5 0.1 Branch Line 307 Node - 33.8 29.8 - 120 1.500 23.8 0.000 21 1.752 106.6 0.000 6187 386 Node - 33.8 29.3 - Dyna Flow 1-1/2 82.8 0.000 0.012 1.7 0.2 Branch Line 309 Node - 33.8 29.3 - 120 1.500 23.8 0.000 21 1.752 106.6 0.000 b188 388 Node - 33.8 28.9 - Dyna Flow 1-1/2 82.8 0.000 0.030 2.8 0.4 Branch Line 311 Node - 33.8 28.8 - 120 1.500 23.8 0.000 __ 2T 1.752 106.6 0.001 b189 390 Node - 33.8 28.4 - Dyna Flow 1-1/2 82.8 0.001 0.065 4.2 0.6 -Branch Line 313 Node - 33.8 28.3 - 120 1.500 23.8 0.000 21 1.752 1 106.6 0.002 1 90 392 Node i 33.8 27.8 - Dyna Flow 1-1/2 82.8 0.001 0.129 6.2 0.8 Branch Line 315 Node - 33.8 27.7 - 120 1.500 23.8 0.000 21 1.752 106.6 0.005 OmniCADD Hydraulic Calculation Software v. 2.3 I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 12 PIPES Start/End Nodes - - Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr. Loss; Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length 1 Pres.Vel.Loss ft psi g_ ft I psi/ft I psi gpm ft/s b191 394 Node - 33.8 27.2 - Dyna Flow 1-1/2 82.8 1 0.002 1 0.230 8.4 1.1 Branch Line 317 Node - 33.8 27.0 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.008 b192 396 Node - 33.8 26.7 - Dyna Flow 1-1/2 82.8 0.004 0.381 11.1 1.5 Branch Line 319 Node - 33.8 26.3 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.015 b193 398 Node - 33.8 26.1 - Dyna Flow 1-1/2 82.8 0.006 0.598 14.1 1.9 Branch Line 321 Node - 33.8 25.5 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.024 b194 400 Node - 33.8 25.6 - Dyna Flow 1-1/2 82.8 0.008 0.902 17.6 2.3 Branch Line 323 Node - 33.8 24.7 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.037 b195 402 Node - 33.8 25.2 - Dyna Flow 1-1/2 82.8 0.012 1.316 21.6 2.9 Branch Line 325 Node - 33.8 23.9 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.056 b1115 421 Node - 33.8 18.7 - Dyna Flow 1-1/2 1.5 0.325 0.488 -126.5 16.8 Branch Line 335 Node - 33.8 19.1 - 120 1.500 0.0 0.000 - 1.752 1.5 1.907 bI114 414 Node - 33.8 16.3 - Dyna Flow 1-1/2 7.1 0.325 2.314 -126.5 16.8 Branch Line 421 Node - 33.8 18.7 - 120 1.500 0.0 0.000 - 1.752 7.1 1.907 b1113 339 Node - 33.8 15.0 - Dyna Flow 1-1/2 7.1 0.189 1 1.342 -94.3 12.5 Branch Line 414 Node - 33.8 16.3 - 120 1.500 0.0 0.000 - 1.752 7.1 1.059 b199 258 Head 8.00 33.8 24.7 - Dyna Thread 1-1/2 0.7 0.000 0.000 0.0 0.0 Branch Line 404 Node - 33.8 24.7 - 120 1.500 8.6 0.000 T 1.639 9.3 0.000 b1100 259 Head 8.00 33.8 24.1 - Dyna Thread 1-1/2 0.7 0.000 0.000 0.0 0.0 Branch Line 406 Node - 33.8 24.1 - 120 1.500 8.6 0.000 T 1.639 9.3 0.000 bi101 260 Head 8.00 33.8 23.5 - Dyna Thread 1-1/2 0.7 0.000 0.000 0.0 0.0 Branch Line ' 408 Node - 33.8 23.5 - 120 1.500 8.6 0.000 T 1.639 9.3 0.000 1 264 Node - 31.0 42.8 - Dyna Flow 2-1/2 2.8 0.004 0.096 -39.0 2.1 Riser Nipple 263 Node - 33.8 41.7 - 120 2.500 19.8 1.191 T 2.731 22.5 0.031 m2 266 Node - 31.0 42.7 - Dyna Flow 2-1/2 2.8 0.004 1 0.093 -38.3 2.1 Riser Nipple 265 Node - 33.8 41.6 - 120 2.500 19.8 i 1.191 T 2.731 22.5 0.030 m3 268 Node - 31.0 42.7 - Dyna Flow 2-1/2 2.8 0.004 0.091 -37.9 2.1 Riser Nipple 267 Node - 33.8 41.6 - 120 2.500 19.8 1.191 T 2.731 22.5 0.029 270 Node - 31.0 42.6 - Dyna Flow 2-1/2 2.8 0.003 0.071 -33.1 1.8 Riser Nipple 269 Node - 33.8 41.5 - 120 2.500 19.8 1.191 T 2.731 22.5 0.022 mS 272 Node - 31.0 42.3 - Dyna Flow 2-1/2 2.8 0.002 10.051 -27.9 1.5 Riser Nipple 271 Node - 33.8 41.2 - 120 2.500 19.8 1 1.191 T 2.731 22.5 i i 0.016 m6 274 Node 31.0 42.0 - Dyna Flow 2-1/2 2.8 0.002 0.036 -23.0 1.3 Riser Nipple 273 Node - 33.8 40.9 - 120 2.500 19.8 1.191 T 2.731 22.5 0.011 276 Node - 31.0 41.6 - Dyna Flow 2-1/2 2.8 0.001 0.024 -18.4 1.0 Riser Nipple 275 Node - 33.8 40.5 - 120 2.500 19.8 1.191 T 2.731 22.5 1 0.007 rn8 278 Node - - 31.0 41.2 - Dyna Flow 2-1/2 2.8 0.001 0.016 -14.7 0.8 Riser Nipple 277 Node - 33.8 40.1 - 120 2.500 19.8 1.191 T 2.731 22.5 0.004 m9 280 Node 31.0 40.9 - Dyna Flow 2-1/2 2.8 0.000 0.011 -11.9 0.7 Riser Nipple 279 Node - 33.8 39.7 120 2.500 19.8 1.191 T 2.731 22.5 0.003 m1O 282 Node 31.0 40.5 - Dyna Flow 2-1/2 2.8 0.000 0.007 -9.5 0.5 Riser Nipple 281 Node - 33.8 39.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.002 Node 31.0 40.0 - Dyna Flow 2-1/2 2.8 0.000 0.004 -7.3 0.4 Riser Nipple 283 Node - 33.8 38.8 - 120 2.500 19.8 1.191 T 2.731 22.5 0.001 12 2861 Node - 31.0 39.5 - - Dyna Flow 2-1/2 2.8 0.000 0.003 -5.5 0.3 Riser Nipple 285 Node - 33.8 38.4 - 120 2.500 19.8 1.191 T 2.731 22.5 0.001 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 13 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # - HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fitting_ lnt.Diam. Total Length Pres.Vel.Loss - ft Psi qpm_ ft psi/ft psi _gjp_ ft/s n13 288 Node • 31.0 39.1 - Dyna Flow 2-1/2 2.8 0.000 0.001 -4.0 0.2 Riser Nipple 287 Node - 33.8 37.9 - 120 2.500 19.8 1.191 1 2.731 22.5 0.000 rn14 290 Node - 31.0 38.5 - Dyna Flow 2-1/2 2.8 0.000 0.001 -2.8 0.2 Riser Nipple 289 Node - 33.8 37.3 - 120 2.500 19.8 1.191 1 2.731 1 22.5 0.000 rn15 292 Node - 31.0 37.9 - Dyna Flow 2-1/2 2.8 0.000 0.000 -1.9 0.1 Riser Nipple 291 Node - 33.8 36.7 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 rn16 294 Node - 31.0 37.3 - Dyna Flow 2-1/2 2.8 0.000 0.000 -1.5 0.1 Riser Nipple 293 Node - 33.8 36.1 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 rn17 296 Node - 31.0 36.6 - Dyna Flow 2-1/2 2.8 0.000 0.000 -2.0 0.1 Riser Nipple 295 Node - 33.8 35.4 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 rn18 298 Node - 31.0 35.8 - Dyna Flow 2-1/2 2.8 0.000 0.001 -3.1 0.2 Riser Nipple 297 Node - 33.8 34.6 - 120 2.500 19.8 1.191 1 2.731 22.5 0.000 rnl9 300 Node - 31.0 35.1 - Dyna Flow 2-1/2 2.8 0.000 0.002 -4.6 0.3 Riser Nipple 299 Node - 33.8 33.9 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 rn20 302 Node - 31.0 32.9 - Dyna Flow 2-1/2 2.8 0.000 0.002 4.4 0.2 Riser Nipple 301 Node - 33.8 31.7 - 120 2.500 19.8 1.191 1 2.731 22.5 0.000 rn2l 304 Node - 31.0 32.1 - Dyna Flow 2-1/2 2.8 0.000 0.001 2.7 0.1 Riser Nipple 303 Node - 33.8 30.9 - 120 2.500 19.8 1.191 1 2.731 22.5 0.000 rn22 306 Node - 31.0 31.5 - Dyna Flow 2-1/2 2.8 0.000 0.000 1.4 0.1 Riser Nipple 305 Node - 33.8 30.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m23 308. Node 31.0 31.0 - Dyna Flow 2-1/2 2.8 0.000 0.000 -0.5 0.0 Riser Nipple 307 Node - 33.8 29.8 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 24 310 Node - 31.0 30.5 - Dyna Flow 2-1/2 2.8 0.000 0.000 -1.7 0.1 Riser Nipple 309 Node - 33.8 29.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m25 312 Node - 31.0 30.0 - Dyna Flow 2-1/2 2.8 0.000 0.001 -2.8 0.2 Riser Nipple 311 Node - 33.8 28.8 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m26 314 i'Ti - 31.0 29.5 - Dyna Flow 2-1/2 2.8 0.000 0.002 -4.2 0.2 Riser Nipple 313 Node - 33.8 28.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m27 316 Node - 31.0 28.8 - Dyna Flow 2-1/2 2.8 0.000 0.003 -6.2 0.3 Riser Nipple 315 Node - 33.8 27.7 - 120 2.500 19.8 1.191 T 2.731 22.5 0.001 ___ m28 318 Node 31.0 28.2 - Dyna Flow 2-1/2 2.8 0.000 0.006 -8.4 0.5 Riser Nipple 317 Node - 33.8 27.0 - 120 2.500 13.8 1.191 1 2.731 22.5 0.001 rn29 320 Node - 31.0 27.5 - Dyna Flow 2-1/2 2.8 0.000 0.009 -11.0 0.6 Riser Nipple 319 Node - 33.8 26.3 - 120 2.500 13.8 1.191 T 2.731 22.5 0.002 m30 322 Node - 31.0 26.7 - Dyna Flow 2-1/2 2.8 0.001 0.015 -14.1 0.8 Riser Nipple 321 Node - 33.8 25.5 - 120 2.500 13.8 1.191 _______ 1 2.731 22.5 0.004 m3l 324 Node -31.0 25.9 - Dyna Flow 2-1/2 2.8 0.001 0.022 -17.6 1.0 Riser Nipple 323 Node - 33.8 24.7 - 120 2.500 19.8 1.191 1 2.731 22.5 0.006 m32 326 Node - 31.0 25.0 - Dyna Flow 2-1/2 2.8 0.001 0.032 -21.6 1.2 Riser Nipple 325 Node - 33.8 23.9 - 120 2.500 19.8 1.191 T 2.731 22.5 0.009 rn33 328 Node - 31.0 24.0 - Dyna Flow 2-1/2 2.8 0.002 0.045 -26.1 1.4 Riser Nipple 327 Node - 33.8 22.9 - 120 2.500 19.8 1.191 T 2.731 22.5 0.014 m34 330 Node - 31.0 22.9 - Dyna Flow 2-1/2 2.8 0.003 0.071 33.2 1.8 Riser Nipple 329 Node - 33.8 . 21.6 - 120 2.500 19.8 1.191 T 2.731 22.5 0.022 35 332 Node - 31.0 21.9 - Dyna Flow 2-1/2 2.8 0.027 0.596 104.9 5.7 Riser Nipple 331 Node - 33.8 20.1 - 120 2.500 1:9.8 1.191 1 2.731 22.5 0.222 OmniCADD Hydraulic Calculation Soft-dare v. 2.3 I F- L I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 14 PIPES - Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value _______ Elevation ________ Res.Pres. - Discharge _Fittinqs lntDiam. Total Length Pres.VeI.Loss ft psi gp _________ ________ ft psi/ft psi qpmL ft/s Iffn36 334 Node - 31.0 21.3 - Dyna Flow 2-1/2 2.8 0.038 0.854 127.5 7.0 Riser Nipple 333 Node - 33.8 19.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.328 m37 336 Node - 31.0 21.2 - Dyna Flow 2-1/2 2.8 0.038 0.842 126.5 6.9 Riser Nipple 335 Node - 33.8 19.1 - 120 2.500 19.8 1.191 T 2.731 22.5 0.323 rn38 341 Node - 31.0 46.9 - Dyna Flow 2-1/2 2.8 0.004 0.096 39.0 2.1 Riser Nipple 340 Node - 33.8 45.6 - 120 2.500 19.8 1.191 T 2.731 22.5 0.031 m39 343 Node 31.0 46.7 - Dyna Flow 2-1/2 2.8 0.004 0.093 38.3 2.1 Riser Nipple 342 Node - 33.8 45.5 - 120 2.500 19.8 1.191 T 2.731 22.5 0.030 m40 345 Node - 31.0 46.6 - Dyna Flow 2-1/2 2.8 0.004 0.091 37.9 2.1 Riser Nipple 344 Node - 33.8 45.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.029 1 rn4l 347 Node - 31.0 45.6 - Dyna Flow 2-1/2 2.8 0.003 0.071 33.1 1.8 Riser Nipple 346 Node - 33.8 44.4 - 120 2.500 19.8 1.191 T 2.731 22.5 0.022 m42 349 Node - 31.0 446 - Dyna Flow 2-1/2 2.8 0.002 0.051 27.9 1.5 Riser Nipple 348 Node - 33.8 43.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.016 rn43 351 Node - 31.0 43.6 - Dyna Flow 2-1/2 2.8 0.002 0.036 23.0 1.3 Riser Nipple 350 Node - 33.8 42.4 - 120 2.500 19.8 1.191 1 2.731 22.5 0.011 m44 353 Node - 31.0 42.7 - Dyna Flow 2-1/2 2.8 0.001 0.024 18.4 1.0 Riser Nipple 352 Node - 33.8 41.5 - 120 2.500 19.8 1.191 T 2.731 22.5 0.007 rn45 355 Node - 31.0 41.9 - Dyna Flow 2-1/2 2.8 0.001 0.016 14.7 0.8 Riser Nipple 354 Node - 33.8 40.7 - 120 2.500 19.8 1.191 T 2.731 22.5 0.004 rn46 357 Node - 31.0 41.3 - Dyna Flow 2-1/2 2.8 0.000 0.011 11.9 0.7 Riser Nipple 356 Node - 33.8 40.1 - 120 2.500 19.8 1.191 T 2.731 1 22.5 0.003 47 359 Node - 31.0 40.8 - Dyna Flow 2-1/2 2.8 0.000 0.007 9.5 0.5 Riser Nipple 358 Node - 33.8 39.6 - 120 2.500 19.8 1.191 _______ T 2.731 22.5 0.002 m48 361 Node - 31.0 40.2 - Dyna Flow 2-1/2 2.8 0.000 0.004 7.3 0.4 Riser Nipple 360 Node - 33.8 39.0 - 120 2.500 19.8 1.191 _______ T 2.731 22.5 0.001 m49 363 Node - 31.0 39.7 - Dyna Flow 2-1/2 2.8 0.000 0.003 5.5 0.3 Riser Nipple 362 Node - 33.8 38.5 - 120 2.500 19.8 1.191 ________ T 2.731 22.5 __ 0.001 m50 365 Node - 31.0 39.1 - Dyna Flow 2-1/2 2.8 0.000 0.001 4.0 0.2 Riser Nipple 364 Node - 33.8 37.9 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 rn5l 367 Node - 31.0 38.6 - Dyna Flow 2-1/2 2.8 0.000 0.001 2.8 0.2 Riser Nipple 366 Node - 33.8 37.4 - 120 2.500 19.8 1.191 _______ T 2.731 22.5 0.000 m52 369 Node -31.0 38.0 - Dyna Flow 2-1/2 2.8 0.000 0.000 1.9 0.1 Riser Nipple 368 Node - 33.8 36.8 - 120 2.500 19.8 1.191 T 2.731 1 22.5 0.000 m53 371 Node - 31.0 37.3 - Dyna Flow 2-1/2 2.8 0.000 0.000 1.5 0.1 Riser Nipple 370 Node - 33.8 36.1 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m54 373 Node - 31.0 36.6 - Dyna Flow 2-1/2 2.8 0.000 0.000 2.0 0.1 Riser Nipple 372 Node - 33.8 35.4 - 120 2.500 19.8 1.191 _______ T 2.731 22.5 0.000 m55 375 Node - 31.0 35.9 - Dyna Flow 2-1/2 2.8 0.000 0.001 3.1 0.2 Riser Nipple 374 Node - 33.8 34.7 - 120 2.500 19.8 1.191 _______ T 2.731 22.5 0.000 rn56 377 Node -31.0 35.2 - Dyna Flow 2-1/2 2.8 0.000 0.002 4.6 0.3 Riser Nipple 376 Node - 33.8 34.0 - 120 2.500 19.8 1.191 _______ T 2.731 22.5 0.000 57 379 Node - 31.0 32.8 - Dyna Flow 2-1/2 2.8 0.000 0.002 -4.4 0.2 Riser Nipple 378 Node - 33.8 31.6 - 120 2.500 19.8 1.191 _______ T 2.731 22.5 0.000 58 381 Node - 31.0 32.1 - Dyna Flow 2-1/2 2.8 0.000 0.001 -2.7 0.1 Riser Nipple 380 Node - 33.8 30.9 - 120 2.500 19.8 1.191 T 1 2.731 22.5 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 4 L r July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 15 PIPES - Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fitting_ Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # - - - Type Value Elevation Res.Pres. Discharge - ft psi gpm ftpsi/ft psi _gpm ft/s n59 383 Node - 31.0 31.5 - Dyna Flow 2-1/2 2.8 0.000 0.000 -1.4 0.1 Riser Nipple 382 Node 33.8 30.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m60 385 Node - 31.0 31.0 - Dyna Flow 2-1/2 2.8 0.000 0.000 0.5 0.0 Riser Nipple 384 Node - 33.8 29.8 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 rn6l 387 Node - 31.0 30.5 - Dyna Flow 2-1/2 2.8 0.000 0.000 1.7 0.1 Riser Nipple 386 Node - 33.8 29.3 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m62 389 Node - 31.0 30.1 - Dyna Flow 2-1/2 2.8 0.000 0.001 2.8 0.2 Riser Nipple 388 Node - 33.8 28.9 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m63 391 Node - 31.0 29.6 - Dyna Flow 2-1/2 2.8 0.000 0.002 4.2 0.2 Riser Nipple 390 Node - 33.8 28.4 - 120 2.500 19.8 1.191 T 2.731 22.5 0.000 m64 393 Node - 31.0 29.0 - Dyna Flow 2-1/2 2.8 0.000 0.003 6.2 0.3 Riser Nipple 392 Node - 33.8 27.8 - 120 2.500 19.8 1.191 T 2.731 22.5 0.001 m65 395 Node - 31.0 28.4 - Dyna Flow 2-1/2 2.8 0.000 0.006 8.4 0.5 Riser Nipple 394 Node - 33.8 27.2 - 120 2.500 19.8 1.191 T 2.731 22.5 0.001 m66 397 Node - 31.0 27.9 - Dyna Flow 2-1/2 2.8 0.000 0.009 11.0 0.6 Riser Nipple 396 Node - 33.8 26.7 - 120 2.500 19.8 1.191 T 2.731 22.5 0.002 m67 399 Node - 31.0 27.4 - Dyna Flow 2-1/2 2.8 0.001 0.015 14.1 0.8 Riser Nipple 398 Node - 33.8 26.1 - 120 2.500 19.8 1.191 T 2.731 22.5 0.004 m68 401 Node - 31.0 26.9 - Dyna Flow 2-1/2 2.8 0.001 0.022 17.6 1.0 Riser Nipple 400 Node - 33.8 25.6 - 120 2.500 19.8 1.191 T 2.731 22.5 0.006 40 Node - 31.0 26.4 - Dyna Flow 2-1/2 2.8 0.001 0.032 21.6 1.2 Riser Nipple 402 Node - 33.8 25.2 - 120 2.500 19.8 1.191 T 2.731 22.5 0.009 70 405 Node - 31.0 26.0 - Dyna Flow 2-1/2 2.8 0.002 0.045 26.1 1.4 Riser Nipple 404 Node - 33.8 24.7 - 120 2.500 19.8 1.191 T 2.731 22.5 0.014 407 Node - 31.0 25.6 - Dyna Flow 2-1/2 2.8 0.014 0.317 74.6 4.1 Riser Nipple 406 Node - 33.8 24.1 - 120 2.500 19.8 1.191 T 2.731 1 22.5 0.112 m72409 Node - 31.0 25.3 - Dyna Flow 2-1/2 2.8 0.029 0.648 109.8 6.0 Riser Nipple 408 Node - 33.8 23.5 - 120 2.500 19.8 1.191 T 2.731 22.5 0.243 TT Ii - 31.0 25.2 - Dyna Flow 2-1/2 2.8 0.034 0.763 120.0 6.6 Riser Nipple 410 Node - 33.8 23.2 - 120 2.500 19.8 1.191 T 2.731 22.5 0.291 413 Node - 31.0 25.1 - Dyna Flow 2-1/2 2.8 0.034 0.765 120.1 6.6 Riser Nipple 412 Node - 33.8 23.2 - 120 2.500 19.8 1.191 T 2.731 22.5 0.291 cml 266 Node - 31.0 42.7 - Dyna Flow 3 8.3 0.002 0.013 -39.0 1.4 Cross Main 264 Node - 31.0 42.8 - 120 3.000 0.0 0.000 - 3.340 8.3 0.014 268 Node - 31.0 42.7 - Dyna Flow 3 8.3 0.006 0.047 -77.4 2.8 Cross Main 266 Node - 31.0 42.7 - 120 3.000 0.0 0.000 - 3.340 8.3 0.054 cm3 270 Node - 31.0 42.6 - Dyna Flow 3 10.2 0.012 0.120 -115.2 4.2 Cross Main 268 Node - 31.0 42.7 - 120 3.000 0.0 0.000 - 3.340 1 10.2 0.120 72 Node - 31.0 42.3 - Dyna Flow 3 12.0 0.019 0.226 -148.3 5.4 Cross Main 270 Node - 31.0 42.6 - 120 3.000 0.0 0.000 - 3.340 12.0 0.199 cm5 274 Node 31.0 42.0 - Dyna Flow 3 12.0 0.026 0.311 -176.2 6.5 Cross Main 272 Node - 31.0 42.3 - 120 3.000 0.0 0.000 - 3.340 12.0 0.280 cm6 276 Node 31.0 41.6 - Dyna Flow 3 12.0 0.033 0.390 -199.2 7.3 Cross Main 274 Node • 31.0 42.0 - 120 3.000 0.0 0.000 - 3.340 12.0 0.358 m7 278 Node - 31.0 41.2 - Dyna Flow 3 10.3 0.038 0.395 -217.6 8.0 Cross Main 276 Node - 31.0 41.6 - 120 3.000 0.0 0.000 - 3.340 10.3 I 0.427 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 16 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr. Loss. Pres.Elev.Loss Flow Velocity Type - - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss - ft PSI _p ft psi/ft I psi gpm ft/s !m8 280 Node 31.0 40.9 - Dyna Flow 3 8.7 0.043 0.374 -232.3 8.5 Cross Main 278 Node - 31.0 41.2 - 120 3.000 0.0 0.000 - 3.340 8.7 0.487 cm9 282 Node - 31.0 40.5 - Dyna Flow 3 8.7 0.048 0.411 -244.3 8.9 Cross Main 280 Node 31.0 40.9 - 120 3.000 0.0 0.000 - 3.340 8.7 0.538 cm10 284 Node 31.0 40.0 - Dyna Flow 3 8.7 0.051 0.440 -253.7 9.3 Cross Main 282 Node - 31.0 40.5 - 120 3.000 0.0 0.000 3.340 8.7 0.581 cmli 286 Node - 31.0 39.5 - Dyna Flow 3 8.7 0.054 0.464 -261.0 9.6 Cross Main 284 Node - 31.0 40.0 - 120 3.000 0.0 0.000 - 3.340 8.7 0.615 cm12 288 Node 31.0 39.1 - Dyna Flow 3 8.7 0.056 0.482 -266.5 9.8 Cross Main 286 Node - 31.0 39.5 - 120 3.000 0.0 0.000 3.340 8.7 0.641 cm13 290 Node - 31.0 38.5 - Dyna Flow 3 9.3 0.058 0.534 -270.5 9.9 Cross Main 288 Node - 31.0 39.1 - 120 3.000 0.0 0.000 - 3.340 9.3 0.660 292 Node - 31.0 37.9 - Dyna Flow 3 10.0 1 0.059 1 0.583 -273.3 10.0 Cross Main 290 Node - 31.0 38.5 - 120 3.000 0.0 1 0.000 - 3.340 10.0 0.674 cm15 294 Node - 31.0 37.3 - Dyna Flow 3 11.0 0.059 0.650 -275.1 10.1 Cross Main 292 Node - 31.0 37.9 - 120 3.000 0.0 0.000 - 3.340 11.0 0.683 cm16 296 Node - 31.0 36.6 - Dyna Flow 3 12.0 0.060 0.716 -276.7 10.1 Cross Main 294 Node - 31.0 37.3 - 120 3.000 0.0 0.000 3.340 12.0 0.691 cm17 298 Node - 31.0 35.8 - Dyna Flow 3 12.0 0.061 0.725 -278.7 10.2 Cross Main 296 Node - 31.0 36.6 - 120 3.000 0.0 0.000 - 3.340 12.0 0.701 cm18 300 Node - 31.0 35.1 - Dyna Flow 3 12.0 0.062 0.740 -281.7 10.3 Cross Main 298 Node - 31.0 35.8 - 120 3.000 0.0 0.000 - 3.340 12.0 0.716 19 302 Node - 31.0 32.9 - Dyna Flow 3 12.0 0.064 2.217 -286.4 10.5 Cross Main 300 Node - 31.0 35.1 - 120 3.000 22.9 0.000 2E2 3.340 34.9 0.740 CM20 304 Node - 31.0 32.1 - Dyna Flow 3 12.0 0.062 0.741 -281.9 10.3 Cross Main 302 Node - 31.0 32.9 - 120 3.000 0.0 1 0.000 3.340 12.0 0.717 306 Node - 31.0 31.5 - Dyna Flow 3 10.2 0.061 0.622 -279.2 10.2 Cross Main 304 Node - 31.0 32.1 - 120 3.000 0.0 0.000 - 3.340 10.2 0.704 crn22 308 Node - 31.0 31.0 - Dyna Flow 3 8.5 0.060 0.511 -277.8 10.2 Cross Main 306 Node - 31.0 31.5 - 120 3.000 0.0 0.000 3.340 8.5 0.696 cm23 310 Node - 31.0 30.5 - Dyna Flow 3 8.0 0.061 0.482 -278.2 10.2 Cross Main 308 Node - 31.0 31.0 - 120 3.000 0.0 0.000 - 3.340 8.0 0.699 cm24 312 Node 31.0 30.0 - Dyna Flow 3 7.5 0.061 0.457 -280.0 10.3 Cross Main 310 Node - 31.0 30.5 - 120 3.000 0.0 0.000 3.340 7.5 0.707 cm25 314 Node - 31.0 29.5 - Dyna Flow 3 8.8 0.062 0.543 -282.8 10.4 Cross Main 312 Node - 31.0 30.0 - 120 3.000 0.0 0.000 - 3.340 8.8 0.721 cm26 316 Node - 31.0 28.8 - Dyna Flow 3 10.0 0.064 0.638 -287.0 10.5 Cross Main 314 Node - 31.0 29.5 - 120 3.000 0.0 0.000 - 3.340 10.0 0.743 cm27 318 Node - 31.0 28.2 - Dyna Flow 3 10.0 0.067 0.664 -293.2 10.7 Cross Main 316 Node - 31.0 28.8 - 120 3.000 0.0 0.000 - 3.340 10.0 0.776 31.0 27.5 - Dyna Flow 3 10.0 0.070 0.700 -301.6 11.0 Cross Main 318 Node - 31.0 28.2 - 120 3.000 0.0 0.000 - 3.340 10.0 0.821 29 322 Node 31.0 26.7 - Dyna Flow 3 10.0 0.075 0.748 -312.6 11.4 Cross Main ~ 320 Node - 31.0 27.5 - 120 3.000 0.0 0.000 - 3.340 10.0 0.882 30 324 Node - 31.0 25.9 - Dyna Flow 3 10.0 0.082 0.812 -326.7 12.0 Cross Main 322 Node • 31.0 26.7 - 120 3.000 0.0 0.000 - 3.340 10.0 0.963 OmniCADD Hydraulic Calculation Software v. 2.3 I I I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 17 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss - -- - HWC Norn.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi 9P:p_ ft psi/ft psi _9pL ft/s cm31 326 Node - 31.0 25.0 - Dyna Flow 3 10.0 0.090 0.894 -344.4 12.6 Cross Main 324 Node - 31.0 25.9 - 120 3.000 0.0 0.000 3.340 10.0 1.070 cm32 328 Node - 31.0 24.0 - Dyna Flow 3 10.0 0.101 1.001 -366.0 13.4 Cross Main 326 Node - 31.0 25.0 - 120 3.000 0.0 0.000 3.340 10.0 1.209 cm33 330 Node - 31.0 22.9 - Dyna Flow 3 10.0 0.114 1.137 -392.1 14.4 Cross Main 328 Node - 31.0 24.0 - 120 3.000 0.0 0.000 3.340 10.0 1.387 cm34 332 Node - 31.0 21.9 - Dyna Flow 3 10.0 0.097 0.965 -358.9 13.1 Cross Main 330 Node - 31.0 22.9 - 120 3.000 0.0 0.000 - 3.340 10.0 1.162 cm35 334 Node - 31.0 21.3 - Dyna Flow 3 10.8 0.051 0.549 -254.0 9.3 Cross Main 332 Node - 31.0 21.9 - 120 3.000 0.0 0.000 3.340 10.8 0.582 cm36 336 Node - 31.0 21.2 - Dyna Flow 3 11.6 0.014 0.162 -126.5 4.6 Cross Main 334 Node - 31.0 21.3 - 120 3.000 0.0 0.000 3.340 11.6 0.144 fm8 347 Node - 31.0 45.6 Dyna Flow 4 10.2 0.096 0.975 -701.3 15.4 Feed Main 345 Node - 31.0 46.6 - 120 4.000 0.0 0.000 - 4.314 10.2 1.595 fm9 349 Node 31.0 44.6 - Dyna Flow 4 12.0 0.088 1.052 -668.2 14.7 Feed Main 347 Node - 31.0 45.6 - 120 4.000 0.0 0.000 4.314 12.0 1.448 __________ fmlo 351 Node - 31.0 43.6 - Dyna Flow 4 12.0- 0.082 0.972 -640.3 14.1 Feed Main 349 Node - 31.0 44.6 - 120 4.000 0.0 0.000 - 4.314 12.0 1.329 fmll 353 Node - 31.0 42.7 - Dyna Flow 4 12.0 0.076 0.909 -617.3 13.6 Feed Main 351 Node - 31.0 43.6 - 120 4.000 0.0 0.000 4.314 12.0 1.236 355 Node - 31.0 41.9 - Dyna Flow 4 10.3 0.072 0.740 -598.9 13.1 Feed Main 353 Node - 31.0 42.7 - 120 4.000 0.0 0.000 - 4.314 10.3 1.163 fm13 357 Node - 31.0 41.3 - Dyna Flow 4 8.7 0.069 0.593 -584.2 12.8 Feed Main 355 Node - 31.0 41.9 - 120 4.000 0.0 0.000 4.314 8.7 1.107 fm14 359 Node - 31.0 40.8 - Dyna Flow 4 8.7 0.066 0.570 -572.3 12.6 Feed Main 357 Node - 31.0 41.3 - - 120 4.000 0.0 0.000 4.314 8.7 1.062 fm15 361 Node - 31.0 40.2 - Dyna Flow 4 8.7 0.064 0.553 -562.8 12.4 Feed Main 359 Node - 31.0 40.8 - 120 4.000 0.0 0.000 4.314 8.7 1.027 fm16 363 Node - 31.0 39.7 - Dyna Flow 4 8.7 0.063 0.540 -555.5 12.2 Feed Main 361 Node - 31.0 40.2 - 120 4.000 0.0 0.000 - 4.314 8.7 1.001 fm17 365 Node - 31.0 39.1 - Dyna Flow 4 8.7 0.062 0.530 -550.0 12.1 Feed Main 363 Node - 31.0 39.7 - 120 4.000 0.0 0.000 - 4.314 8.7 0.981 fm18 367 Node- 31.0 38.6 - Dyna Flow 4 9.3 0.061 0.563 -546.0 12.0 Feed Main 365 Node - 31.0 39.1 - 120 4.000 0.0 0.000 - 4.314 9.3 0.967 fm19 369 Node 31.0 38.0 - Dyna Flow 4 10.0 0.060 0.598 -543.3 11.9 Feed Main 367 Node - 31.0 38.6 - 120 4.000 0.0 0.000 - 4.314 10.0 0.957 fm20 371 Node - 31.0 37.3 - Dyna Flow 4 11.0 0.060 0.653 -541.4 11.9 Feed Main 369 Node - 31.0 38.0 - 120 4.000 0.0 0.000 4.314 11.0 0.950 373 Node - 31.0 36.6 - Dyna Flow 4 12.0 0.059 0.709 -539.8 11.8 Feed Main 371 Node - 31.0 37.3 - 120 4.000 0.0 0.000 - 4.314 12.0 0.945 fm22 375 Node 31.0 35.9 - Dyna Flow 4 12.0 0.059 0.704 -537.9 11.8 Feed Main 373 Node - 31.0 36.6 - 120 4.000 0.0 0.000 - 4.314 12.0 0.938 377 Node - 31.0 35.2 - Dyna Flow 4 12.0 0.058 0.697 -534.8 11.7 Feed Main 375 Node - 31.0 35.9 - 120 4.000 0.0 0.000 - 4.314 12.0 0.927 - fm24 379 Node - 31.0 32.8 - Dyna Flow 4 12.0 0.058 2.368 -530.2 11.6 Feed Main 377 Node - 31.0 35.2 - 120 4.000 29.4 0.000 2E2 4.314 41.4 0.911 OmniCADD Hydraulic Calculation Software v. 2.3 I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 18 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Noni.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # - - Type Value Elevation Res.Pres. Discharge 1m25 - ft psi gpm ft psi/ft psi gpm ft/s 381 Node - 31.0 32.1 - Dyna Flow 4 12.0 0.058 0.696 -534.6 11.7 Feed Main 379 Node - 31.0 32.8 - 120 4.000 0.0 0.000 - 4.314 12.0 0.927 fm26 383 Node - 31.0 31.5 - Dyna Flow 4 10.2 0.059 0.600 -537.3 11.8 Feed Main 381 Node - 31.0 32.1 - 120 4.000 0.0 0.000 - 4.314 10.2 0.936 fm27 385 Node - 31.0 31.0 - Dyna Flow 4 8.5 0.059 0.500 -538.7 11.8 Feed Main 383 Node - 31.0 31.5 - 120 4.000 0.0 0.000 - 4.314 8.5 0.941 fm28 387 Node - 31.0 30.5 - Dyna Flow 4 8.0 0.059 0.470 -538.3 11.8 Feed Main 385 Node - 31.0 31.0 - 120 4.000 0.0 0.000 - 4.314 8.0 0.939 fm29 389 Node - 31.0 30.1 - Dyna Flow 4 7.5 0.059 0.438 -536.6 11.8 Feed Main 387 Node - 31.0 30.5 - 120 4.000 0.0 0.000 - 4.314 1 7.5 0.934 fm30 391 Node - 31.0 29.6 - Dyna Flow 4 8.8 0.058 0.506 -533.8 11.7 Feed Main 389 Node - 31.0 30.1 - 120 4.000 0.0 0.000 - 4.314 8.8 0.924 fm3l 393 Node - 31.0 29.0 - Dyna Flow 4 10.0 0.057 0.570 -529.5 11.6 Feed Main 391 Node - 31.0 29.6 - 120 4.000 0.0 0.000 __ - 4.314 10.0 0.909 fm32 395 Node - 31.0 28.4 - Dyna Flow 4 10.0 0.056 0.558 -523.4 11.5 Feed Main 393 Node - 31.0 29.0 - 120 4.000 0.0 0.000 - 4.314 10.0 0.888 fm33 397 Node - 31.0 27.9 - Dyna Flow 4 10.0 0.054 0.541 -515.0 11.3 Feed Main 395 Node - 31.0 28.4 - 120 4.000 0.0 0.000 - 4.314 10.0 0.860 399 Node - 31.0 27.4 - Dyna Flow 4 10.0 0.052 0.520 -503.9 11.1 Feed Main 397 Node - 31.0 27.9 - 120 4.000 0.0 0.000 - 4.314 10.0 0.823 fm35 401 Node - 31.0 26.9 - Dyna Flow 4 10.0 0.050 0.494 -489.8 10.8 Feed Main 399 Node - 31.0 27.4 - 120 4.000 0.0 0.000 - 4.314 10.0 0.778 36 403 Node - 31.0 26.4 - Dyna Flow 4 10.0 0.046 0.461 -472.2 10.4 Feed Main 401 Node - 31.0 26.9 - 120 4.000 0.0 0.000 - 4.314 10.0 0.723 fm37 405 Node - 31.0 26.0 - Dyna Flow 4 10.0 0.043 0.423 -450.6 9.9 Feed Main 403 Node - 31.0 26.4 - 120 4.000 0.0 0.000 4.314 10.0 0.658 frn38 407 Node - 31.0 25.6 - Dyna Flow 4 10.0 0.038 0.379 -424.5 9.3 Feed Main 405 Node - 31.0 26.0 - 120 4.000 0.0 0.000 - 4.314 10.0 0.584 fm39 409 Node 31.0 25.3 - Dyna Flow 4 10.0 0.027 0.265 -349.9 7.7 Feed Main 407 Node - 31.0 25.6 - 120 4.000 0.0 0.000 - 4.314 10.0 0.397 fm40 411 Node - 31.0 25.2 - Dyna Flow 4 10.8 0.013 0.142 -240.1 5.3 Feed Main 409 Node - 31.0 25.3 - 120 4.000 0.0 0.000 - 4.314 10.8 0.187 fm4l 413 Node - 31.0 25.1 - Dyna Flow 4 11.6 0.004 0.042 -120.2 2.6 Feed Main 411 Node - 31.0 25.2 - 120 4.000 0.0 0.000 - 4.314 11.6 0.047 fm6 345 Node - 31.0 46.6 - Dyna Flow 6 8.3 0.016 0.130 -739.2 7.4. Feed Main 343 Node - 31.0 46.7 - 120 6.000 0.0 0.000 - 6.385 1 8.3 0.369 343 Node - 31.0 46.7 - Dyna Flow 6 8.3 0.017 0.143 -777.5 7.8. Feed Main 341 Node - 31.0 46.9 - 120 6.000 0.0 0.000 - 6.385 8.3 0.408 Imi 420 Node - 31.0 47.3 - Dyna Flow 6 6.0 0.019 0.453 816.5 8.2 Feed Main 341 Node - 31.0 46.9 -. 120 6.000 18.1 0.001 _ _______ __ E 6.385 24.1 0.450 __________ fm2 419 Node - 10.0 57.6 - Dyna Flow 6 21.0 0.019 1.152 816.5 8.2 Feed Main 420 Node - 31.0 47.3 - 120 6.000 40.2 9.093 2E4 6.385 61.2 0.450 fm3 418 Node - 2.0 62.6 - Dyna Flow 6 8.0 0.019 1.505 816.5 8.2 Feed Main 419 Node - 10.0 57.6 - 120 6.000 71.9 3.464 EBS 6.385 79.9 0.450 4 417 Node 2.0 63.3 - Dyna Flow 6 1.0 0.019 0.739 816.5 8.2 Feed Main 418 Node - 2.0 62.6 - 120 6.000 38.3 0.000 1 6.385 39.3 1 0.450 1 OmniCADD Hydraulic Calculation Software v. 2.3 I I July 13, 2005 01:52 PM Palomar Airport Building#1 Page: 19 PIPES Start/End Nodes - - Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type (5-416 ft Value Elevation Res.Pres. Discharge Fitting_ Int.Diam. Total Length Pres.Vel.Loss Psi ft/s ft psi/ft psi gpm Node - 1.0 63.8 - Dyna Flow 6 1.0 0.019 0.019 816.5 8.2 Feed Main 417 Node - 2.0 63.3 - 120 6.000 0.0 0.433 - 6.385 1.0 0.450 up27 415 FPLD 5.0 -4.0 66.7 - Ductile 8 5.0 0.004 0.598 816.9 4.7 Underground 181 Node - -4.0 66.1 - 140 8.000 160.2 0.000 3E112 8.450 165.2 0.147 up18 180 Node - -4.0 71.9 - Ductile 8 10.0 0.004 0.271 816.9 4.7 Underground 415 FPLD 5.0 -4.0 66.7 - 140 8.000 64.9 0.000 TG 8.450 74.9 0.147 up28 181 Node - -4.0 66.1 - Ductile 8 5.0 0.004 0.126 816.9 4.7 Underground 416 Node - 1.0 63.8 - 140 8.000 29.9 2.165 E 8.450 34.9 0.147 up25 187 Node - -4.0 74.4 - Ductile 10 5.0 0.003 0.016 -1316.8 5.0 Underground 1 Src [.1 -4.0 74.4 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.170 up26 187 Node - -4.0 74.4 - Ductile 10 792.5 0.000 0.258 376.3 1.4 Underground 188 Node - -4.0 74.1 - 140 10.000 7.2 0.000 G 10.340 1 799.6 0.014 up14 119 Node - -4.0 71.9 - PVC200 8 15.0 0.002 0.126 500.0 3.5 Underground 120 Hose 500.0 -4.0 71.8 500.0 150 8.000 45.7 0.000 _______ TG 7.660 60.7 0.082 up3 62 Node - -4.0 72.2 - PVC200 8 52.0 0.001 0.095 376.4 2.6 Underground 61 Node - -4.0 72.1 - 150 8.000 25.7 0.000 EG 7.660 77.7 0.046 up4 61 Node - -4.0 72.1 - PVC200 8 138.0 0.001 0.169 376.4 2.6 Underground 119 Node - -4.0 71.9 - 150 8.000 0.0 0.000 - 7.660 138.0 0.046 up5 67 Node - -4.0 72.3 - PVC200 8 64.0 0.001 0.104 376.4 2.6 Underground 62 Node - -4.0 72.2 - 150 8.000 21.1 0.000 __ E 7.660 85.1 0.046 up6 64 Node - -4.0 73.0 - PVC200 8 220.0 0.001 0.295 376.4 2.6 Underground ' 63 Node - -4.0 72.7 - 150 E 8.000 7.660 21.1 241.1 0.000 0.046 p7 63 Node - -4.0 72.7 - PVC200 8 28.0 0.001 0.060 376.4 2.6 Underground 69 Node - -4.0 72.7 - 150 8.000 21.1 0.000 E 7.660 49.1 0.046 up8 65 Node - -4.0 73.2 - PVC200 8 150.0 0.001 0.210 376.4 2.6 Underground 64 Node - -4.0 73.0 - 150 8.000 21.1 0.000 E 7.660 171.1 0.046 uplO 129 Node - -4.0 73.4 - PVC200 8 117.8 0.001 0.144 376.4 2.6 Underground 65 Node - -4.0 73.2 - 150 8.000 0.0 0.000 _ - 7.660 117.8 0.046 upil 68 Node - -4.0 72.6 - PVC200 8 220.0 0.001 0.295 376.4 2.6 Underground 67 Node - -4.0 72.3 - 150 8.000 21.1 0.000 E 7.660 241.1 0.046 up12 69 Node - -4.0 72.7 - PVC200 8 65.0 0.001 0.080 376.4 2.6 Underground 68 Node - -4.0 72.6 - 150 8.000 0.0 0.000 - 7.660 65.0 0.046 up15 119 Node - -4.0 71.9 - PVC200 8 61.0 0.000 0.010 -123.7 0.9 Underground 180 Node • -4.0 71.9 - 150 8.000 0.0 0.000 - 7.660 1 61.0 0.005 up17 129 Node - -4.0 73.4 - PVC200 8 82.2 0.001 0.151 -376.4 2.6 Underground 183 Node - -4.0 73.5 - 150 8.000 41.1 0.000 T 7.660 123.4 0.046 uplg 180 Node - -4.0 71.9 - PVC200 8 187.0 0.007 1.246 -940.4 6.5 Underground 185 Node - -4.0 73.2 - 150 8.000 0.0 0.000 - 7.660 187.0 0.288 up2l 183 Node - -4.0 73.5 - PVC200 8 85.0 0.001 0.130 -376.4 2.6 Underground 184 Node - -4.0 73.7 - 150 8.000 21.1 0.000 E 7.660 106.1 0.046 up22 184 Node - -4.0 73.7 - PVC200 8 311.0 0.001 0.431 -376.4 2.6 Underground 188 Node - -4.0 74.1 - 150 8.000 41.1 0.000 __ T 7.660 352.1 0.046 Node - -4.0 73.2 - PVC200 8 134.0 0.007 1.167 -940.4 6.5 Underground 187 Node - -4.0 74.4 - 150 8.000 41.1 0.000 T 7.660 175.1 0.288 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:/l Palomart Building#1 • FLOW DIAGRAM 65 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 200501:54P . Paloma• Building#1 . Page FLOW DIAGRAM 62 61 65 64 63 I 68 69 67 1 42342442206205 204 42544 , 336426413 _11924t22320318316t141210OS063043023002g8296294 29290'.8686848280.78276274272270 264 422 4021 , 52)1 3*&494e44m i 42142 ,1 9 5 311 S ( 01 t 97.. t529 29Li6?iE.E3.1. 377 5273271269268265266263 414w 43 I 339439 43722726 120 119 338 436233>32231 129 337 432an3 262 261 43 2432t4 257 50432248247246 252 245 T2gs3 413 -4243041092580510310139939739539359118987 38338137937737537337j369367t6s6a6159575535335134g3e .1920 264259l4444l4384I4•44.-4 •4 41241 14Ud107t04U2l00398t9639439239a88868S8238037837637437237O368366t646Z6D53565435235o348347t45.;Th134 180 184 183 185 18711 188 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:54 P O Paloma Building#1 Page - FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 01:57 PM Palomar Airport Building#1 Page. FLOW DIAGRAM 423 OmniCADO HYdraulislation Software v. 2.3 HYDRAULIC CALCULATIONS 5 for OFFICE SPACE A-05 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date June 6, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittal0l\05-0058-2_Palomar_Airport_Bldl_R3.hcp Design Data: Remote Area Location REMOTE AREA 3 Occupancy Classification LIGHT HAZARD Density 0.10 gpm/sq.ft Remote Area Size 1500.0 sq.ft S Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 6 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 742.2 gpm Name of Contractor Pro-Tech Fire Protection Systems Corp. Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:00 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose 742.2 gpm . Additional Allowances 500.0 gpm Discharge from Sprinklers 240.0 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.763 gpm Maximum Imbalance 5.0 gpm Maximum Velocity @ Pipe: 102 14.1 ft/s Maximum Fr. Loss @ Pipe: 102 0.410 psi/ft Average Density 0.16 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE : I Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 91.9 psi Required Pressure 55.4 psi Safety Factor 39.8%, 36.6 psi Water Flowing 742.2 gpm OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:/l 0 200 400 500 600 700 800 100 90 80 70 60 -----v---- PSI 50 40 / / 30 / / 20 10 E 0 ------------------------- PaIomar Building#1 Water Curves for Src: 1 900 1000 1100 1200 1300 1400 o 200 400 500 600 700 800 900 1000 1100 1200 GPM Curve Values - X: psi © gpm Supply Curve Src: 1 A:95©0 - B:91.9@742.2 - C:85@1404 Demand Curve © Src:1 15.8 © 0 - 0: 55.4 @ 742.2 End Head Pressure Responce 0@ 0 - E:0@ 742.2 OmniCADD Hydraulic Calculation Software v. 2.3 1300 1400 1500 July 13, 2005 02:00 PM Palomar Airport Building#1 Page: 4 NODES # T pe Value Elevation X Y Res. Pres. Dice ft ft ft psi gpm 1 Src [...] 4.0 734.2 156.6 55.4 0.0 103 Head 8.00 31.6 323.8 589.0 24.9 39.9 100 Head 8.00 31.6 309.8 589.0 24.9 39.9 99 Head 8.00 31.6 295.8 589.0 27.1 - 102 Head 8.00 31.6 323.8 569.0 24.9 40.0 97 Head 8.00 31.6 309.8 569.0 24.9 40.0 98 Head 8.00 31.6 295.8 569.0 27.1 - 101 Head 8.00 31.6 323.8 549.0 25.2 40.2 91 Head 8.00 31.6 309.8 549.0 25.2 40.2 300 Head 8.00 21.5 279.3 482.0 37.2 - 301 Head 8.00 21.5 271.3 482.0 37.2 - 302 Head 8.00 21.5 263.3 482.0 37.2 - 303 Head 8.00 21.5 255.3 482.0 37.2 - 304 Head 8.00 21.5 247.3 482.0 37.2 - 305 Head 8.00 21.5 279.3 476.0 37.2 - 306 Head 8.00 21.5 271.3 476.0 37.2 - 307 Head 8.00 21.5 263.3 476.0 37.2 - 308 Head 8.00 21.5 255.3 476.0 37.2 - 309 Head 8.00 21.5 247.3 476.0 37.2 - 310 Head 8.00 21.5 279.3 465.5 37.2 - 311 Head 8.00 21.5 271.3 465.5 37.2 - 312 Head 8.00 21.5 263.3 465.5 37.2 - 313 Head 8.00 21.5 255.3 465.5 37.2 - 314 Head 8.00 21.5 247.3 465.5 37.2 - 315 Head 8.00 21.5 279.3 455.0 37.2 - 316 Head 8.00 21.5 271.3 455.0 37.2 - 317 Head 8.00 21.5 263.3 455.0 37.2 - 318 Head 8.00 21.5 255.3 455.0 37.2 - 319 Head 8.00 21.5 247.3 455.0 37.2 - 320 Head 8.00 21.5 279.3 444.5 37.2 - 321 Head 8.00 21.5 271.3 444.5 37.2 - 322 Head 8.00 21.5 263.3 444.5 37.2 - 323 Head 8.00 21.5 255.3 444.5 37.2 - 324 Head 8.00 21.5 247.3 444.5 37.2 - 325 Head 8.00 21.5 279.3 434.0 37.2 - 326 Head 8.00 21.5 271.3 434.0 37.2 - 327 Head 8.00 21.5 263.3 434.0 37.2 - 328 Head 8.00 21.5 255.3 434.0 37.2 - 329 Head 8.00 21.5 247.3 434.0 37.2 - 190 Hose 500.0 -4.0 35.1 440.6 54.2 500.0 189 FPLD 50 4.0 32.2 522.8 49.2 - 61 Node - -4.0 729.2 676.6 54.9 - 62 Node - 4.0 677.2 676.6 54.9 - 63 Node - 4.0 392.2 640.6 546 - 64 Node - 4.0 172.2 640.6 54.4 - 65 Node - 4.0 . 22.2 640.6 54.3 - 67 Node - -4.0 677.2 612.6 54.8 - 68 Node - -4.0 457.2 612.6 54.7 - 69 Node - -4.0 392.2 612.6 54.6 - 400 Node - 32.6 323.8 589.0 24.8 - 401 Node - 32.6 309.8 589.0 24.8 - 402 Node - 32.6 295.8 589.0 26.7 - 403 Node - 32.6 323.8 569.0 24.9 - 404 Node - 32.6 309.8 569.0 24.9 - 405 Node - 32.6 295.8 569.0 26.7 - 95 Node - 32.6 323.8 549.0 25.2 - 96 Node - 32.6 309.8 549.0 25.2 - 119 Node - -4.0 729.2 538.6 55.0 - 127 Node - -4.0 37.2 522.8 49.1 - 169 Node - 31.5 43.5 522.8 33.5 - 168 Node - 10.0 43.5 522.8 42.9 - 167 Node - 10.0 37.2 522.8 42.9 - 125 Node - 2.0 37.2 522.8 46.5 - 126 Node - 1.0 37.2 522.8 46.9 - 129 Node - 4.0 22.2 522.8 54.2 - 170 Node - 31.5 43.5 491.7 32.9 - 172 Node - 19.5 43.5 491.7 38.1 - 93 Node - 32.6 43.5 4898 32.0 - 92 Node - 31.5 43.5 4898 32.5 - 406 Node - 32.6 323.8 485.7 26.3 - 407 Node - 32.6 309.8 485.7 26.3 - 408 Node - 32.6 295.8 485.7 26.7 - 180 Node - -4.0 729.2 1 477.6 1 55.1 1 - OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:00 PM Palomar Airport Building#1 Page: 5 NODES Type Value Elevation X Y Res. Pres. Di c e ft ft ---_ _!__ Psi Node -21.5 37.2 279.3 459.7 r331 Node -19.5 38.1 279.3 459.7 Node -21.5 271.3 459.7 Node - 37.2 19.5 271.3 459.7 38.1 - 334 Node - 21.5 263.3 459.7 37.2 - 335 Node - 19.5 263.3 459.7 38.1 - 336 Node - 21.5 255.3 459.7 37.2 - 337 Node - 19.5 255.3 459.7 38.1 - 338 Node - 21.5 247.3 459.7 37.2 - 339 Node - 19.5 247.3 459.7 38.1 - 340 Node - 21.5 44.3 459.7 37.2 - 341 Node - 19.5 44.3 459.7 38.1 - 173 Node - 19.5 43.5 459.7 38.1 - 94 Node - 32.6 43.5 457.0 31.4 - 409 Node - 32.6 279.4 457.0 28.1 - 411 Node - 32.6 323.8 444.5 27.1 - 412 Node - 32.6 295.8 444.5 27.3 - 413 Node - 32.6 279.4 444.5 27.7 - 183 Node - -4.0 22.2 440.6 54.2 - 184 Node - -4.0 -62.8 440.6 54.4 - 343 Node - 21.5 279.3 428.4 37.2 - 344 Node - 21.5 44.3 428.4 37.2 - 185 Node - -4.0 729.2 290.6 55.2 - 187 Node - -4.0 729.2 156.6 55.4 - 188 Node - -4.0 -62.8 129.6 55.0 - S OmniCADD Hydraulic Calculation Software v. 2.3 S July 13, 2005 02:00 PM Palomar Airport Buildirig#1 Page: 6 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge _ Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi gpm __________ ft psi/ft psi gp ft/s 0 305 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 300 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 301 306 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 301 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 302 307 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 302 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 1 0.000 303 308 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 303 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 304 309 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 304 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 305 310 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 305 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 306 311 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 306 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 307 312 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 307 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 308 313 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 308 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 309 314 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 309 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 310 330 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 310 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 332 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 311 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 334 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 312 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 313 336 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 313 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 314 338 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 314 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 1 5.7 0.000 1 317 321 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.1 0.0 Branch Line 316 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 318 316 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 0.0 0.0 Branch Line 332 Node - 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 4.8 0.000 319 322 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 -0.1 0.0 Branch Line 317 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 320 31T Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 0.0 0.0 Branch Line 334 Node - 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 4.8 0.000 321 323 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 318 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 322 318 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 00 0.0 Branch Line 336 Node - 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 4.8 0.000 323 324 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 00 0.0 Branch Line 319 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 ______ Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 0 0.0 Branch Line 24 t33 Node - 21.5 37.2 - 120 1.500 0.0 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:00 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. lnt.Diam. Eq. Length Total Leng Fr.Loss Pres.Elev.Loss Pres.VeI.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge P ft psi _gpm ft psi/ft psi qpm ftis 326 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 -0.1 0.0 Branch Line 321 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 328 328 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 323 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 329 329 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 324 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 315 320 Head 8.00 21.5 37.2 - Dyna Flow 2 10.5 0.000 0.000 -0.1 0.0 Branch Line 315 Head 8.00 21.5 37.2 - 120 2.000 0.0 0.000 - 2.227 10.5 0.000 W 315 Head 8.00 21.5 37:2 - Dyna Flow 2 4.8 0.000 0.000 -0.1 0.0 Branch Line 330 Node - 21.5 37.2 - 120 2.000 0.0 0.000 - 2.227 4.8 0.000 325 325 Head 8.00 21.5 37.2 - Dyna Flow 2 10.5 0.000 0.000 -0.1 0.0 Branch Line 320 Head 8.00 21.5 37.2 - 120 2.000 0.0 0.000 __ - 2.227 10.5 0.000 T 327 Head 8.00 21.5 37.2 - Dyna Flow 2 10.5 0.000 0.000 0.0 0.0 Branch Lin_ e 322 Head 8.00 21.5 37.2 - 120 2.000 0.0 0.000 __ - 2.227 10.5 0.000 ö 343 Node - 21.5 37.2 Dyna Flow 2 5.6 - 0.000 0.000 0.1 0.0 Branch Line 325 Head 8.00 21.5 37.2 - 120 2.000 45.2 0.000 _______ 5E10 2.227 50.8 0.000 331 344 Node -21.5 37.2 - Dyna Flow 2 31.4 0.000 0.000 0.1 0.0 Branch Line 340 Node - 21.5 37.2 - 120 2.000 45.2 0.000 ________ 5E10 2.227 76.6 0.000 344 Node - 21.5 37.2 - Dyna Flow 2 235.0 0.000 0.000 -0.1 0.0 Branch Line 343 Node - 21.5 37.2 - 120 2.000 0.0 0.000 ________ - 2.227 235.0 0.000 32.6 24.9 - Dyna Flow 3 20.0 0.002 0.088 39.9 1.5 Branch Line 400 Node - 32.6 24.8 - 120 3.000 33.3 0.000 _______ ET 3.340 53.3 0.014 404 Node - 32.6 24.9 - Dyna Flow 3 20.0 0.002 0.088 39.9 1.5 Branch Line 401 Node - 32.6 24.8 - 120 3.000 33.3 0.000 _______ ET 3.340 53.3 0.014 pp2 405 Node - 32.6 26.7 - Dyna Flow 3 20.0 0.000 0.000 0.3 0.0 Branch Line 402 Node - 32.6 26.7 - 120 3.000 33.3 0.000 ________ ET 3.340 53.3 0.000 96 95 Node - 32.6 25.2 - Dyna Flow 3 20.0 0.006 0.256 79.8 2.9 Branch Line 403 Node - 32.6 24.9 - 120 3.000 22.8 0.000 ________ T 3.340 42.8 0.058 97 96 Node - 32.6 25.2 - Dyna Flow 3 20.0 0.006 0.256 79.8 2.9 Branch Line 404 Node - 32.6 24.9 - 120 3.000 22.8 0.000 ________ 1 3.340 42.8 0.058 b16 408 Node - 32.6 26.7 - Dyna Flow 3 83.3 0.000 0.000 0.3 0.0 Branch Line 405 Node - 32.6 26.7 - 120 3.000 22.8 0.000 _______ T 3.340 106.1 0.000 b15 406 Node - 32.6 26.3 - Dyna Flow 3 63.3 0.013 1.095 120.0 4.4 Branch Line 95 Node - 32.6 25.2 - 120 3.000 22.8 0.000 _______ T 3.340 86.1 0.130 T 407 Node - 32.6 26.3 - Dyna Flow 3 63.3 0.013 1.095 120.0 4.4 Branch Line 96 Node - 32.6 25.2 - 120 3.000 22.8 0.000 _______ T 3.340 86.1 0.130 b12 407 Node - 32.6 26.3 - Dyna Flow 3 14.0 0.000 0.007 -12.6 0.5 Branch Line 406 Node - 32.6 26.3 - 120 3.000 22.8 0.000 _________ T 3.340 36.8 ______ 0.001 bif Th[ Node - 32.6 27.1 - Dyna Flow 3 41.2 0.015 0.791 132.6 4.9 Branch Line 406 Node - 32.6 26.3 - 120 3.000 10.4 0.000 _______ E 3.340 51.6 0.159 LT 408 Node - 32.6 26.7 - Dyna Flow 3 14.0 0.010 0.381 107.4 3.9 Branch Line 407 Node - 32.6 26.3 - 120 3.000 22.8 0.000 _______ T 3.340 36.8 0.104 61 471 32.6 27.3 - Dyna Flow 3 41.2 0.010 0.663 107.4 3.9 Branch Line 408 Node - 32.6 26.7 - 120 3.000 22.8 0.000 T 3.340 64.0 0.104 400 Node 32.6 24.8 - Dyna Thread 1 1.0 0.405 0.405 39 14.0 Branch Line 103 Head 8.00 31.6 24.9 39.9 120 1.000 0.0 0.433 - 1.080 1.0 1 1.313 --- OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:00 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fitting_ Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type - Value Elevation Res.Pres. Discharge ft psi gp_ ___________ _________ ft psi/ft psi gp_ ft/s 1 401 Node - 32.6 24.8 - Dyna Thread 1 1.0 0.405 0.405 39.9 14.0 Branch Line 100 Head 8.00 31.6 24.9 39.9 120 1.000 0.0 0.433 - 1.080 1.0 1.313 100 402 Node - 32.6 26.7 - Dyna Thread 1 1.0 0.000 0.000 0.0 0.0 Branch Line 99 Head 8.00 31.6 27.1 - 120 1.000 0.0 0.433 - 1.080 1.0 0.000 103 403 Node - 32.6 24.9 - Dyna Thread 1 1.0 0.406 0.406 40.0 14.0 Branch Line 102 Head 8.00 31.6 24.9 40.0 120 1.000 0.0 0.433 - 1.080 1.0 1.318 98 404 Node - 32.6 24.9 - Dyna Thread 1 1.0 0.406 0.406 40.0 14.0 Branch Line 97 Head 8.00 31.6 24.9 40.0 120 1.000 0.0 0.433 _ - 1.080 1.0 1.318 99 405 Node - 32.6 26.7 - Dyna Thread 1 1.0 0.000 0.000 0.0 0.0 Branch Line 98 Head 8.00 31.6 27.1 - 120 1.000 0.0 0.433 - _______- 1.080 1.0 0.000 102 95 Node - 32.6 25.2 - Dyna Thread 1 1.0 0.410 0.410 40.2 14.1 Branch Line 101 Head 8.00 31.6 25.2 40.2 120 1.000 0.0 0.433 - 1.080 1.0 1.331 95 96 Node - 32.6 25.2 - Dyna Thread 1 1.0 0.410 0.410 40.2 14.1 Branch Line 91 Head 8.00 31.6 25.2 40.2 120 1.000 0.0 0.433 - 1.080 1.0 1.331 333 331 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.1 0.0 Riser Nipple 330 Node - 21.5 37.2 - 120 2.000 7.0 0.866 __ _ E 2.227 9.0 0.000 __ 334 333 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 332 Node - 21.5 37.2 - 120 2.000 14.1 0.866 ________ T 2.227 16.1 0.000 335 335 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 334 Node - 21.5 37.2 - 120 2.000 14.1 0.866 _________ T 2.227 16.1 0.000 336 337 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 336 Node - 21.5 37.2 - 120 2.000 14.1 0.866 __ __ T 2.227 16.1 0.000 7 339 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 338 Node - 21.5 37.2 - 120 2.000 14.1 0.866 __ _ T 2.227 16.1 0.000 338 341 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 -0.1 0.0 Riser Nipple 340 Node - 21.5 37.2 - 120 2.000 14.1 0.866 ________ 1 2.227 16.1 0.000 cm4 409 Node - 32.6 28.1 - Dyna Flow 4 236.0 0.013 3.293 -240.0 5.3 Cross Main 94 Node - 32.6 31.4 - 120 4.000 13.7 0.000 _ _ E 4.314 249.7 0.187 cm2 412 Node - 32.6 27.3 - Dyna Flow 4 28.0 0.004 0.247 132.6 2.9 Cross Main 411 Node - 32.6 27.1 - 120 4.000 28.0 0.000 _ ________ T 4.314 56.0 0.057 cm3 413 Node - 32.6 27.7 - Dyna Flow 4 16.4 0.013 0.398 öo 5.3 Cross Main 412 Node - 32.6 27.3 - 120 4.000 13.7 0.000 ________ E 4.314 30.1 0.187 fm36 169 Node - 31.5 33.5 - Dyna Flow 4 31.1 0.013 0.591 240.0 5.3 Feed Main 170 Node - 31.5 32.9 - 120 4.000 13.7 0.000 __ E 4.314 44.8 0.187 1m38 170 Node - 31.5 32.9 - Dyna Flow 4 11.9 0.000 0.000 -0.6 0.0 Feed Main 172 Node - 19.5 38.1 - 120 4.000 28.0 5.160 _________ 1 4.314 39.9 0.000 92 170 Node - 31.5 32.9 - Dyna Flow 4 1.9 0.013 0.394 240.0 5.3 Feed Main 92 Node - 31.5 32.5 - 120 4.000 28.0 0.000 _______ T 4.314 29.9 0.187 fm39 172 Node -19.5 38.1 - Dyna Flow 4 32.0 0.000 0.000 -0.6 0.0 Feed Main 173 Node - 19.5 38.1 - 120 4.000 13.7 0.000 ________ ________ E 4.314 45.7 0.000 93 92 Node - 31.5 32.5 - Dyna Flow 4 1.1 0.013 0.015 240.0 5.3 Feed Main 93 Node - 32.6 32.0 - 120 4.000 0.0 0.487 - 4.314 1.1 0.187 93 Node - 32.6 32.0 - Dyna Flow 4 32.8 0.013 0.614 240.0 5.3 Feed Main 694 94 Node - 32.6 31.4 - 120 4.000 13.7 0.000 I _______ ________ ________ E 1 4.314 1 46.6 0.187 339 Node - 19.5 38.1 - Dyna Flow 4 8.0 0.000 0.000 0.6 0.0 Feed Main 331 Node - 19.5 38.1 - r~ 120 4.000 0.0 0.000 - 4.314 8.0 1 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:00 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi _gpm ft psi/ft psi gprn ft/s 0 335 Node - 19.5 38.1 - Dyna Flow 4 8.0 0.000 0.000 0.6 0.0 Feed Main 333 Node - 19.5 38.1 - 120 4.000 0.0 0.000 - 4.314 8.0 0.000 341 337 Node - 19.5 38.1 - Dyna Flow 4 8.0 0.000 0.000 0.6 0.0 Feed Main 335 Node - 19.5 38.1 - 120 4.000 0.0 0.000 - 4.314 8.0 0.000 342 339 Node - 19.5 38.1 - Dyna Flow 4 8.0 0.000 0.000 0.6 0.0 Feed Main 337 Node - 19.5 38.1 - 120 4.000 0.0 0.000 _______ - 4.314 8.0 0.000 343 339 Node - 19.5 38.1 - Dyna Flow 4 203.0 0.000 0.000 0.6 0.0 Feed Main 341 Node - 19.5 38.1 - 120 4.000 27.4 0.000 _______ 2E 4.314 230.4 0.000 ä T Node - 19.5 38.1 - Dyna Flow 4 0.8 0.000 0.000 0.0 0.0 Feed Main 341 Node - 19.5 38.1 - 120 4.000 13.7 0.000 E 4.314 14.6 0.000 fml 413 FI - 32.6 27.7 - Dyna Flow 4 12.5 0.013 0.346 -240.0 5.3 Feed Main 409 Node - 32.6 28.1 - 120 4.000 13.7 0.000 _______ E 4.314 26.2 0.187 fm35 168 Node - 10.0 42.9 - Dyna Flow 6 21.5 0.002 0.077 240.0 2.4 Feed Main 169 Node - 31.5 33.5 - 120 6.000 18.1 9.291 ________ E 6.385 39.6 0.039 fm34 167 Node - 10.0 42.9 - Dyna Flow 6 6.2 0.002 0.048 240.0 2.4 Feed Main 168 Node - 10.0 42.9 - 120 6.000 18.1 0.000 ___ _ E 6.385 24.4 0.039 fm33 125 Node - 2.0 46.5 - Dyna Flow 6 8.0 0.002 0.121 240.0 2.4 Feed Main 167 Node - 10.0 42.9 - 120 6.000 53.8 3.464 _________ BS 6.385 61.8 0.039 125 Node - 2.0 46.5 - Dyna Flow 6 1.0 0.002 0.002 -240.0 2.4 Feed Main 126 Node - 1.0 46.9 - 120 6.000 0.0 0.433 _ - 6.385 1.0 0.039 up2 189 FPLD 5.0 -4.0 49.2 - Ductile 8 5.0 0.000 0.062 240.0 1.4 Underground 127 Node - -4.0 49.1 - 140 8.000 160.2 0.000 _ _ 3ET12 8.450 165.2 0.013 upl6 129 Node - -4.0 54.2 - Ductile 8 10.0 0.000 0.028 240.0 1.4 Underground 189 FPLD 5.0 -4.0 49.2 - 140 8.000 64.9 0.000 _______ TG 8.450 74.9 0.013 ijT 126 Node - 1.0 46.9 - Ductile 8 5.0 0.000 0.013 -240.0 1.4 Underground 127 Node - -4.0 49.1 - 140 8.000 29.9 2.165 _ _ E 8.450 34.9 0.013 L 187 Node - -4.0 55.4 - Ductile 10 5.0 0.001 0.006 -740.0 2.8 Underground I Src [...] -4.0 55.4 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.054 187 Node - -4.0 55.4 - Ductile 10 792.5 0.000 0.371 4579 1.7 Underground 188 Node - -4.0 55.0 - 140 10.000 7.2 0.000 G 10.340 799.6 0.021 up20 183 Node - -4.0 54.2 - PVC200 8 12.9 0.002 0.027 5050 3.5 Underground 190 Hose 500.0 -4.0 54.2 500.0 150 8.000 0.0 0.000 - 7.660 12.9 0.083 up3 62 Node - -4.0 54.9 - PVC200 8 52.0 0.001 0.056 -282.1 2.0 Underground 61 Node - -4.0 54.9 - 150 8.000 25.7 0.000 EG 7.660 77.7 0.026 jjj_ 61 Node - -4.0 54.9 - PVC200 8 138.0 0.001 0.099 -282.1 2.0 Underground 119 Node - -4.0 55.0 - 150 8.000 0.0 0.000 - 7.660 138.0 0.026 up5 67 Node - -4.0 54.8 - PVC200 8 64.0 0.001 0.061 -282.1 2.0 Underground 62 Node - -4.0 54.9 - 150 8.000 21.1 0.000 _ E 7.660 85.1 0.026 up6 64 Node - -4.0 54.4 - PVC200 8 220.0 0.001 0.158 -282.1 2.0 Underground 63 Node - -4.0 54.6 - 150 8.000 0.0 0.000 - 7.660 220.0 0.026 Node - -4.0 54.6 - PVC200 8 28.0 0.001 0.035 -282.1 2.0 Underground 69 Node - -4.0 54.6 - 150 8.000 21.1 0.000 E 7.660 49.1 0.026 65 ii -4.0 54.3 - PVC200 8 150.0 0.001 0.123 -282.1 2.0 Underground 64 Node - -4.0 54.4 - 150 8.000 21.1 0.000 ______ E 7.660 171.1 0.026 uplO 129 Node - -4.0 54.2 - PVC200 8 117.8 0.001 0.085 -282.1 2.0 Underground 65 Node - -4.0 54.3 - 150 8.000 0.0 0.000 - 7.660 117.8 0.026 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:00 PM Palomar Airport Building#1 Page: 10 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # - HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value j Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss j ft psi _gp_ ft _Psi/ft psi qpm ft/s 11 68 Node - -4.0 54.7 - PVC200 8 220.0 0.001 0.173 -282.1 2.0 Underground 67 Node - -4.0 54.8 - 150 8.000 21.1 0.000 _______ E 7.660 241.1 0.026 up12 69 Node - -4.0 54.6 - PVC200 8 65.0 0.001 0.047 -282.1 2.0 Underground 68 Node - -4.0 54.7 - 150 8.000 0.0 0.000 7.660 65.0 0.026 up15 119 Node - -4.0 55.0 - PVC200 8 61.0 0.001 0.044 -282.1 2.0 Underground 180 Node - -4.0 55.1 - 150 8.000 0.0 0.000 - 7.660 61.0 0.026 up17 129 Node - -4.0 54.2 - PVC200 8 82.2 0.000 0.003 42.1 0.3 Underground 183 Node - -4.0 54.2 - 150 8.000 41.1 0.000 T 7.660 123.4 0.001 up19 180 Node - -4.0 55.1 - PVC200 8 187.0 0.001 0.134 -282.1 2.0 Underground 185 Node - -4.0 55.2 - 150 8.000 0.0 0.000 7.660 187.0 0.026 up2l 183 Node - 4.0 54.2 - PVC200 8 85.0 0.002 0.187 -458.0 3.2 Underground 184 Node - -4.0 54.4 - 150 8.000 21.1 0.000 E 7.660 106.1 0.068 up22 184 Node - 4.0 54.4 - PVC200 8 311.0 0.002 0.585 -458.0 3.2 Underground 188 Node - -4.0 55.0 - 150 8.000 21.1 0.000 E 7.660 332.1 0.068 up24 185 Node - -4.0 55.2 - PVC200 8 134.0 0.001 0.126 -282.1 2.0 Underground 187 Node - 4.0 55.4 - 150 8.000 41.1 0.000 T 7.660 175.1 0.026 OmniC ADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02: 0 Palomar A Building#1 FLOW IAGRAM * Page: ' 10 OmniCADD Hydraulic Calculation Software v. 2.3 19 80 35 Palomar *uilding#1 July 13, 2005 02:00 PM PaloFLORAM • Page. OmniCADD Hydraulic Calculation Software v. 2.3 Al 801415591 July 13. 2005 02L01 PM • FL AM S 411 400 412 413 3 5 3253 9 xs31°-13284 329 405 03 S4Ø s:;47M1 M6 3W 324 94 93 170 2 344 169 73 341 172 I 107 SO In 129 20 109 12 In 04 • 09101C000 Hydlooflu C91951350n SoSsale V. 2.3 July 113. 2005 02:02 PM • Palomar uilding#1 FLO RAM • - -— 64 - 402 405 401 404 100 400 97 30 304 96 403 103 301 8 . 303 91 30 31 336 07 302 95 0' 300 332 317N31 N 407 411 OmniCADD Hydraulic Calculation Software v. 2.3 -.-- HYDRAULIC CALCULATIONS for HANGAR 9 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date June 6, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittal0l\05-0058-2_Palomar_Airport_BId1_R4.hcp Design Data: Remote Area Location REMOTE AREA 4 Occupancy Classification EXTRA HAZARD GROUP 1 Density 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 30 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1280.7 gpm Name of Contractor Pro-Tech Fire Protection Systems Corp. Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 2000SQ.FT. OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:02 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose Additional Allowances Discharge from Sprinklers Source Hose Demand Average Imbalance Maximum Imbalance Maximum Velocity @ Pipe: fm36 Maximum Fr. Loss @ Pipe: 310 Average Density Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 1 1280.7 gpm 500.0 gpm 783.1 gpm 0.0 gpm 0.538 gpm 5.0 gpm 17.2 ft/s 0.137 psi/ft 0.39 gpm/sq.ft S Static Pressure Residual Pressure Flow Hose Allowance Available Pressure Required Pressure Safety Factor Water Flowing 95.0 psi 85.0 psi 1404.0 gpm 0.0 gpm 86.6 psi 74.5 psi 13.9%, 12.1 psi 1280.7 gpm OmniCADD Hydraulic Calculation Software v. 2.3 S Page: 1200 1300 1400 1500 July 13, 2005 02: Palomar Building#1 Water Curves for Src: 1 0 200 400 500 600 700 800 900 1000 1100 100 f 90 80 70 60 P35: 30 20 10 40 B Lal 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi @ gpm Supply Curve ©Src: 1 A:95@0 - B:86.6© 1280.7 - C:85@1404 Demand Curve © Src:1 15.8 © 0 - D: 74.5 © 1280.7 End Head Pressure Responce 0@0 - E:0 @ 1280.7 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:02 PM Palomar Airport Bthlding#1 Page: 4 NODES # Type Value Elevation x Res. Pres. [Discharge ft psi __9.P!!L_ Src [...] -4.0 734.2 i 156.6 74.5 0.0 400 Head 8.00 32.6 323.8 589.0 41.9 - 401 Head 8.00 32.6 309.8 589.0 41.9 - 402 Head 8.00 32.6 295.8 589.0 41.9 - 403 Head 8.00 32.6 323.8 569.0 41.9 - 404 Head 8.00 32.6 309.8 569.0 41.9 - 405 Head 8.00 32.6 295.8 569.0 41.9 - 95 Head 8.00 32.6 323.8 549.0 41.9 - 96 Head 8.00 32.6 309.8 1549.0 41.9 - 300 Head 8.00 21.5 279.3 482.0 10.6 26.1 301 Head 8.00 21.5 271.3 482.0 9.8 25.1 302 Head 8.00 21.5 263.3 482.0 9.9 25.2 303 Head 8.00 21.5 255.3 482.0 10.1 25.4 304 Head 8.00 21.5 247.3 482.0 10.5 25.9 305 Head 8.00 21.5 279.3 476.0 10.7 26.2 306 Head 8.00 21.5 271.3 476.0 9.9 25.2 307 Head 8.00 21.5 263.3 476.0 10.0 25.3 308 Head 8.00 21.5 255.3 476.0 10.2 25.6 309 Head 8.00 21.5 247.3 476.0 10.6 26.0 310 Head 8.00 21.5 279.3 465.5 11.4 27.0 311 Head 8.00 21.5 271.3 465.5 10.6 26.0 312 Head 8.00 21.5 263.3 465.5 10.6 26.1 313 Head 8.00 21.5 255.3 465.5 10.8 26.3 314 Head 8.00 21.5 247.3 465.5 11.2 26.8 315 Head 8.00 21.5 279.3 455.0 12.2 27.9 316 Head 8.00 21.5 271.3 455.0 10.7 26.1 317 Head 8.00 21.5 263.3 455.0 10.8 26.2 318 Head 8.00 21.5 255.3 455.0 11.0 26.5 319 Head 8.00 21.5 247.3 455.0 11.4 27.0 320 Head 8.00 21.5 279.3 444.5 12.3 28.0 321 Head 8.00 21.5 271.3 444.5 10.1 25.4 322 Head 8.00 21.5 263.3 444.5 10.1 25.5 323 Head 8.00 21.5 255.3 444.5 10.3 25.7 324 Head 8.00 21.5 247.3 444.5 10.7 26.2 325 Head 8.00 21.5 279.3 434.0 12.6 28.4 326 Head 8.00 21.5 271.3 434.0 9.9 25.1 327 Head 8.00 21.5 263.3 434.0 10.1 25.4 328 Head 8.00 21.5 255.3 434.0 10.2 25.5 329 Head 8.00 21.5 247.3 434.0 10.5 26.0 190 Hose 500.0 -4.0 35.1 440.6 71.3 500.0 189 FPLD 5.0 -4.0 32.2 522.8 66.0 - 61 Node - -4.0 729.2 676.6 73.3 - 62 Node - -4.0 677.2 676.6 73.2 - 63 Node - -4.0 392.2 640.6 72.3 - 64 Node - -4.0 172.2 640.6 71.8 - 65 Node - -4.0 22.2 640.6 71.5 - 67 Node - -4.0 677.2 612.6 73.0 - 68 Node - -4.0 457.2 612.6 72.5 - 69 Node - -4.0 392.2 612.6 72.4 - 119 Node - -4.0 729.2 538.6 73.6 - 169 Node - 31.5 43.5 522.8 47.7 - 168 Node - 10.0 43.5 522.8 57.7 - 167 Node - 10.0 37.2 522.8 58.1 - 125 Node - 2.0 37.2 522.8 62.7 - 126 Node - 1.13 37.2 522.8 63.1 - 127 Node - -4.') 37.2 522.8 65.4 - 129 Node - -4.0 22.2 522.8 71.2 - 170 N-ode - 31.5 43.5 491.7 42.4 - 172 Node - 19.5 43.5 491.7 42.9 - 93 Node - 32.5 43.5 489.8 41.9 - 92 Node - 31.5 43.5 489.8 42.4 - 406 Node - 32.5 323.8 485.7 41.9 - 407 Node - 32.6 309.8 485.7 41.9 - 408 Node - 32.6 295.8 485.7 41.9 - 180 Node - -4.0 729.2 477.6 73.7 - 330 Node - 21.5 279.3 459.7 12.2 - 331 Node - 19.5 279.3 459.7 13.3 - 332 Node - 21.5 271.3 459.7 11.3 - 333 Node - 19.5 271.3 459.7 13.3 - 334 Node - 21.5 263.3 459.7 11.4 - 335 Node - 19.5 263.3 459.7 13.4 - 336 Node - 21.5 255.3 459.7 11.6 - 337 1 Node - 19.5 1 255.3 1 459.7 13.7 - OmniCADD Hydraulic CalcLlation Software v. 2.3 - July 13, 2005 02:02 PM Palomar Airport Building#1 Page: 5 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi Urn 338 338 Node - 21.5 247.3 459.7 12.0 - 339 Node - 19.5 247.3 459.7 14.1 - 340 Node - 21.5 44.3 459.7 33.9 - 341 Node - 19.5 44.3 459.7 35.7 - 173 Node - 19.5 43.5 459.7 37.5 - 94 Node - 32.6 43.5 457.0 41.9 - 409 Node - 32.6 279.4 457.0 41.9 - 410 Node - 32.6 47.9 457.0 41.9 - 411 Node - 32.6 323.8 444.5 41.9 - 412 Node - 32.6 295.8 444.5 41.9 - 413 Node - 32.6 279.4 444.5 41.9 - 183 Node - -4.0 22.2 440.6 71.3 - 184 Node - -4.0 -62.8 440.6 71.8 - 343 Node - 21.5 279.3 428.4 15.5 - 344 Node - 21.5 44.3 428.4 29.6 - 185 Node - -4.0 729.2 290.6 74.1 - 187 Node - -4.0 729.2 156.6 74.5 - 188 Node - -4.0 -62.8 129.6 73.5 - OmniCADD Hydraulic Calculation Software v. 2.3 I I 4 July 13, 2005 02:02 PM Palomar Airport Building#1 Page: 6 PIPES Start/End Nodes Material Size Length Pres. Fr. Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss nil ft psi gpm_ ft psi/ft psi gpm ft/s 300 305 Head 8.00 21.5 10.7 26.2 Dyna Flow 1-1/2 6.0 0.017 0.105 26.1 3.5 Branch Line 300 Head 8.00 21.5 10.6 26.1 120 1.500 0.0 0.000 - 1.752 6.0 0.081 301 306 Head 8.00 21.5 9.9 25.2 Dyna Flow 1-1/2 6.0 0.016 0.098 25.1 3.3 Branch Line 301 Head 8.00 21.5 9.8 25.1 120 1.500 0.0 0.000 - 1.752 6.0 0.075 302 307 Head 8.00 21.5 10.0 25.3 Dyna Flow 1-1/2 6.0 0.016 0.099 25.2 3.4 Branch Line _ 302 Head 8.00 21.5 9.9 25.2 120 1.500 0.0 0.000 - 1.752 1 6.0 0.076 303 308 Head 8.00 21.5 10.2 25.6 Dyna Flow 1-1/2 6.0 0.017 0.101 25.4 3.4 Branch Line 303 Head 8.00 21.5 10.1 25.4 120 1.500 0.0 0.000 - 1.752 6.0 0.077 304 309 Head 8.00 21.5 10.6 26.0 Dyna Flow 1-1/2 6.0 0.017 0.104 25.9 3.4 Branch Line 304 304 Head 8.00 21.5 10.5 25.9 120 1.500 0.0 0.000 - 1.752 6.0 0.080 305 310 Head 8.00 21.5 11.4 27.0 Dyna Flow 1-1/2 10.5 0.063 0.664 52.2 7.0 Branch Line 305 Head 8.00 21.5 10.7 26.2 120 1.500 0.0 0.000. - 1.752 10.5 0.325 306 311 Head 8.00 21.5 10.6 26.0 Dyna Flow 1-1/2 10.5 0.059 0.619 50.3 6.7 Branch Line 306 Head 8.00 21.5 9.9 25.2 120 1.500 0.0 0.000 - 1.752 10.5 0.302 307 312 Head Tö 21.5 10.6 26.1 Dyna Flow 1-1/2 10.5 0.060 0.624 50.5 6.7 Branch Line 307 Head 8.00 21.5 10.0 25.3 120 1.500 0.0 0.000 - 1.752 10.5 0.304 308 313 Head 8.00 21.5 10.8 26.3 Dyna Flow 1-1/2 10.5 0.061 0.635 51.0 6.8 Branch Line 308 Head 8.00 21.5 10.2 25.6 120 1.500 0.0 0.000 - 1.752 10.5 0.310 309 314 Head 8.00 21.5 11.2 26.8 Dyna Flow 1-1/2 10.5 0.063 0.657 51.9 6.9 Branch Line 309 Head 8.00 21.5 10.6 26.0 120 1.500 0.0 0.000 - 1.752 10.5 0.321 310 330 Node - 21.5 12.2 - Dyna Flow 1-1/2 5.7 0.137 0.784 79.2 10.5 Branch Line 310 Head 8.00 21.5 11.4 27.0 120 1.500 0.0 0.000 _______ - 1.752 5.7 0.748 11 332 Node - 21.5 11.3 - Dyna Flow 1-1/2 5.7 0.128 0.731 76.3 10.2 Branch Line 311 Head 8.00 21.5 10.6 26.0 120 1.500 0.0 0.000 1.752 5.7 0.694 312 334 Node - 21.5 11.4 - Dyna Flow 1-1/2 5.7 0.129 0.736 76.6 10.2 Branch Line 312 Head 8.00 21.5 10.6 26.1 120 1.500 0.0 0.000 1.752 5.7 0.699 313 336 Node 21.5 11.6 - Dyna Flow 1-1/2 5.7 0.131 0.750 77.4 10.3 Branch Line 313 Head 8.00 21.5 10.8 26.3 120 1.500 0.0 0.000 - 1.752 5.7 0.713 314 338 Node 21.5 12.0 - Dyna Flow 1-1/2 5.7 0.135 0.776 78.8 10.5 Branch Line 314 Head 8.00 21.5 11.2 26.8 120 1.500 0.0 0.000 - 1.752 5.7 0.739 iT 321 Head 8.00 21.5 10.1 25.4 Dyna Flow 1-1/2 10.5 0.060 0.624 -50.5 6.7 Branch Line 316 Head 8.00 21.5 10.7 26.1 120 1.500 0.0 0.000 - 1.752 10.5 0.304 318 316 jHead 8.00 21.5 10.7 26.1 Dyna Flow 1-1/2 4.8 0.129 0.612 -76.7 10.2 Branch Line 332 Node - 21.5 11.3 - 120 1.500 0.0 0.000 - 1.752 4.8 0.700 319 322 Head 8.00 21.5 10.1 25.5 Dyna Flow 1-1/2 10.5 0.060 0.631 -50.8 6.8 Branch Line 317 Head 8.00 21.5 10.8 26.2 120 1.500 0.0 0.000 - 1.752 10.5 0.308 320 317 Head 800 21.5 10.8 26.2 Dyna Flow 1-1/2 4.8 0.130 0.618 -77.1 10.3 Branch Line 334 Node - 21.5 11.4 - 120 1.500 0.0 0.000 1.752 4.8 0.708 321 323 Head 8.00 21.5 10.3 25.7 Dyna Flow 1-1/2 10.5 0.061 0.640 -51.2 6.8 Branch Line 318 Head 8.00 21.5 11.0 26.5 120 1.500 0.0 0.000 - 1.752 10.5 0.313 322 318 iHead 8.00 21.5 11.0 26.5 Dyna Flow 1-1/2 4.8 0.132 0.628 -77__.7 10.3 Branch Line 336 Node - 21.5 11.6 - 120 1.500 0.0 0.000 _______ _______ - 1.752 4.8 0.720 23 324 Head 8.00 21.5 10.7 26.2 Dyna Flow 1-1/2 10.5 0.063 0.662 -52.1 6.9 Branch Line 319 Head 8.00 21.5 11.4 27.0 120 1.500 0.0 0.000 L - 1.752 10.5 0.324 324 319 Head 8.00 21.5 11.4 27.0 Dyna Flow 1-1/2 4.8 0.137 0.649 -79.1 10.5 Branch Line 338 Node - 21.5 12.0 - 120 1.500 0.0 0.000 - 1.752 4.8 1 0.746 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:02 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # - - Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss - ft psi gpm ft psi/ft psi gpm ft/s 26 3261 Head 800 21.5 9.9 25.1 Dyna Flow 1-112 10.5 0.016 0.172 -25.1 3.3 Branch Line 321 1 Head 8.00 21.5 10.1 25.4 120 1.500 0.0 0.000 _______ ________ - 1.752 10.5 0.075 328 328 Head 8.00 21.5 10.2 2 ________ 5.5 Dyna Flow 1-1/2 10.5 0.017 0.176 -25.5 3.4 Branch Line 323 Head 8.00 21.5 10.3 25.7 120 1.500 0.0 0.000 __ - 1.752 10.5 0.077 329 329 Head 8.00 21.5 10.5 26.0 Dyna Flow 1-1/2 10.5 0.017 0.182 -26.0 3.5 Branch Line 324 Head 8.00 21.5 10.7 26.2 120 1.500 0.0 0.000 - 1.752 10.5 0.080 b14 403 Head 8.00 32.6 41.9 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Branch Line 400 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 20.0 0.000 bli 404 Head 8.00 32.6 41.9 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Branch Line 401 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 20.0 0.000 96 95 Head 8.00 32.6 41.9 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Branch Line 403 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 20.0 0.000 b16 408 Node - 32.6 41.9 - Dyna Flow 2 83.3 0.000 0.000 0.0 0.0 Branch Line 405 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 83.3 0.000 b15 406 Node - 32.6 41.9 - Dyna Flow 2 63.3 0.000 0.000 0.0 0.0 Branch Line 95 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 63.3 0.000 315 320 Head 8.00 21.5 12.3 28.0 Dyna Flow 2 10.5 0.010 0.104 36.1 3.0 Branch Line 315 Head 8.00 21.5 12.2 27.9 120 2.000 0.0 0.000 - 2.227 10.5 0.060 316 315 Head 8.00 21.5 12.2 Dyna Flow 2 4.8 0.001 0.003 8.2 0.7 Branch Line 330 Node - 21.5 12.2 - 120 2.000 0.0 0.000 - 2.227 4.8 0.003 3 25 325 Head 8.00 21.5 12.6 28.4 Dyna Flow 2 10.5 0.029 0.302 64.1 5.3 Branch Line Head 8.00 21.5 12.3 28.0 120 2.000 0.0 0.000 p 320 - 2.227 10.5 0.188 27 327 Head 8.00 21.5 10.1 25.4 Dyna Flow 2 10.5 0.005 0.055 -25.4 2.1 Branch Line 322 Head 8.00 21.5 10.1 25.5 120 2.000 0.0 0.000 _______ - 2.227 10.5 0.030 330 343 Node - 21.5 15.5 - Dyna Flow 2 5.6 0.057 2.877 92.5 7.6 Branch Line 325 Head 8.00 21.5 12.6 28.4 120 2.000 45.2 0.000 5E10 2.227 50.8 0.391 b12 407 Node - 32.6 41.9 - Dyna Flow 2 14.0 0.000 0.000 0.0 0.0 Branch Line 406 Node - 32.6 41.9 - 120 2.000 0.0 0.000 ___ 2.227 14.0 0.000 b17 411 Node - 32.6 41.9 - Dyna Flow 2 41.2 0.000 0.000 0.0 0.0 Branch Line 406 Node - 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 41.2 0.000 b13 408 Node - 32.6 41.9 - Dyna Flow 2 14.0 0.000 0.000 0.0 0.0 Branch Line 407 Node - 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 14.0 0.000 b18 412 Node - 32.6 41.9 - Dyna Flow 2 41.2 0.000 0.000 0.0 0.0 Branch Line 408 Node - 32.6 41.9 - 120 2.000 0.0 0.000 - 2.227 41.2 0.000 331 344 Node - 21.5 29.6 - Dyna Flow 2 31.4 0.057 4.335 -92.5 7.6 Branch Line 340 Node - 21.5 33.9 - 120 2.000 45.2 0.000 5E10 2.227 76.6 0.391 332 344 Node - 21.5 29.6 - Dyna Flow 2 235.0 0.057 14.096 92.5 7.6 Branch Line 343 Node - 21.5 15.5 - 120 2.000 1:4.1 0.000 _______ 2E 2.227 249.1 0.391 338 341 Node 19.5 35.7 - Dyna Flow 2 2.0 0.057 0.911 92.5 7.6 Riser Nipple 340 Node - 21.5 33.9 - 120 2.000 14.1 0.866 T 2.227 16.1 0.391 333 331 Node - 19.5 13.3 - Dyna Flow 2-1/2 2.0 0.013 0.280 71.0 3.9 Riser Nipple 330 Node - 21.5 12.2 - 120 2.500 19.8 0.866 T 2.731 21.8 0.102 334 333 iii 19.5 13.3 - Dyna Flow 2-1/2 2.0 0.053 1.157 153.0 8.4 Riser Nipple Node - 21.5 11.3 - 120 2.500 19.8 0.866 p 332 T 2.731 21.8 0.472 5 335 Node -19.5 13.4 -Dyna Flow 2-1/2 2.0 0.054 1.166 8.4 Riser Nipple 334 Node -21.5 11.4 -120 2.500 19.8 0.866 1:7~7 T 2.731 21.8 0.477 OmniCADD Hydraulic Calculation Software v. 2.3 I July 13, 2005 02:02 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes - Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss (336337 ft psi gpm ft psi/ft psi gp ft/s Node - 19.5 13.7 - Dyna Flow 2-1/2 2.0 0.055 1.186 155.1 8.5 Riser Nipple 336 Node - 21.5 11.6 - 120 2.500 19.8 0.866 T 2.731 21.8 0.485 337 339 Node - 19.5 14.1 - Dyna Flow 2-1/2 2.0 0.057 1.226 157.9 8.6 Riser Nipple 338 Node 21.5 12.0 - 120 2.500 19.8 0.866 T 2.731 21.8 0.503 cm4 410 Node - 32.6 41.9 - Dyna Flow 4 231.5 0.000 0.000 -0.1 0.0 Cross Main 409 Node - 32.6 41.9 - 120 4.000 0.0 0.000 - 4.314 231.5 0.000 cm2 412 Node - 32.6 41.9 - Dyna Flow 4 28.0 0.000 0.000 -0.1 0.0 Cross Main 411 Node 32.6 41.9 - 120 4.000 0.0 0.000 - 4.314 28.0 0.000 cm3 413 Node - 32.6 41.9 - Dyna Flow 4 16.4 0.000 0.000 -0.1 0.0 Cross Main 412 Node - 32.6 41.9 - 120 4.000 0.0 0.000 - 4.314 16.4 0.000 fm36 169 Node - 31.5 47.7 - Dyna Flow 4 31.1 0.118 5.268 783.1 17.2 Feed Main 170 Node - 31.5 42.4 - 120 4.000 13.7 0.000 E 4.314 44.8 1.988 fm38 170 Node - 31.5 42.4 - Dyna Flow 4 11.9 0.118 4.693 783.1 17.2 Feed Main 172 Node - 19.5 42.9 - 120 4.000 28.0 5.160 T 4.314 39.9 1.988 92 170 Node - 31.5 42.4 - Dyna Flow 4 1.9 0.000 0.000 0.1 0.0 Feed Main 92 Node - 31.5 42.4 - 120 4.000 28.0 0.000 1 4.314 29.9 0.000 fm39 172 Node - 19.5 42.9 - Dyna Flow 4 32.0 0.118 5.375 783.1 17.2 Feed Main 173 Node - 19.5 37.5 - 120 4.000 13.7 0.000 E 4.314 45.7 1.988 93 92 Node - 31.5 42.4 - Dyna Flow 4 1.1 0.000 0.000 0.0 0.0 Feed Main 93 Node - 32.6 41.9 - 120 4.000 0.0 0.487 - 4.314 1.1 0.000 94 93 Node - 32.6 41.9 - Dyna Flow 4 32.8 0.000 0.000 -0.1 0.0 Feed Main 94 Node - 32.6 41.9 - 120 4.000 13.7 0.000 E 4.314 46.6 0.000 39 333 Node - 19.5 13.3 - Dyna Flow 4 8.0 0.001 0.011 70.9 1.6 Feed Main 331 Node - 19.5 13.3 - 120 4.000 0.0 0.000 - 4.314 8.0 0.016 340 335 Node - 19.5 13.4 - Dyna Flow 4 8.0 0.012 0.093 223.9 4.9 Feed Main 333 Node - 19.5 13.3 - 120 4.000 0.0 0.000 - 4.314 8.0 0.163 341 337 Node - 19.5 13.7 - Dyna Flow 4 8.0 0.031 0.244 377.6 8.3 Feed Main 335 Node - 19.5 13.4 - 120 4.000 0.0 0.000 - 4.314 8.0 0.462 342 339 Node 19.5 14.1 - Dyna Flow 4 8.0 0.058 0.461 532.7 11.7 Feed Main 337 Node - 19.5 13.7 - 120 4.000 0.0 0.000 - 4.314 8.0 0.920 343 339 Node - 19.5 14.1 - Dyna Flow 4 203.0 0.094 21.471 -690.5 15.2 Feed Main 341 Node - 19.5 35.7 - 120 4.000 27.4 0.000 2E 4.314 230.4 1.546 86 173 Node 19.5 37.5 - Dyna Flow 4 0.8 0.118 1.711 783.1 17.2 Feed Main 341 Node - 19.5 357 - 120 4.000 13.7 0.000 E 4.314 14.6 1.988 95 94 Node - 32.6 41.9 - Dyna Flow 4 4.5 0.000 0.000 -0.1 0.0 Feed Main 410 Node - 32.6 41.9 - 120 4.000 13.7 0.000 E 4.314 18.2 0.000 fml 413 Node 32.6 41.9 - Dyna Flow 4 12.5 0.000 0.000 0.0 0.0 Feed Main 409 Node - 32.6 41.9 - 120 4.000 0.0 0.000 - 4.314 12.5 0.000 fm35 168 Node - 10.0 57.7 - Dyna Flow 6 21.5 0.018 0.689 783.1 7.8 Feed Main 169 Node - 31.5 47.7 - 120 6.000 18.1 9.291 __ E 6.385 39.6 0.414 fm34 167 Node - 10.0 58.1 - Dyna Flow 6 6.2 0.018 0.424 783.1 7.8 Feed Main 168 Node - 10.0 57.7 - 120 6.000 18.1 0.000 E 6.385 24.4 0.414 125 Node - 2.0 62.7 - Dyna Flow 6 8.0 0.018 1.077 783.1 7.8 Feed Main 167 Node - 10.0 58.1 - 120 6.000 53.8 3.464 ____ BS 6.385 61.8 0.414 m4 125 Node - 2.0 62.7 - Dyna Flow 6 1.0 0.018 0.017 -783.1 7.8 Feed Main 126 Node - 1.0 63.1 - 120 6.000 0.0 0.433 - 6.385 1.0 1 0.414 OmniCADD Hydraulic Calculation Software v. 2.3 I - July 13, 2005 02:02 PM Palomar Airport Building#1 Page: 9 PIPES - Start/End Nodes Mat1al Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fitting_ lnt.Diam. Total Length Pres.Vel.Loss ft psi ft psi/ft psi gpm ft/s pp2 405 Head 8.00 32.6 41.9 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Pipe 402 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 _______ ____ - 2.227 20.0 0.000 97 96 Head 8.00 32.6 41.9 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Pipe 404 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 _______ _______ ________ - 2.227 20.0 0.000 ppl 407 Node - 32.6 41.9 - Dyna Flow 2 63.3 0.000 0.000 0.0 0.0 Pipe 96 Head 8.00 32.6 41.9 - 120 2.000 0.0 0.000 ________ - 2.227 63.3 0.000 up2 189 FPLD 5.0 -4.0 66.0 - Ductile 8 5.0 0.003 0.554 784.3 4.5 Underground 127 Node - -4.0 65.4 - 140 8.000 160.2 0.000 3ET12 8.450 165.2 0.136 up16 129 Node - -4.0 71.2 - Ductile 8 10.0 0.003 0.247 784.2 4.5 Underground 189 FPLD 5.0 -4.0 66.0 - 150 8.000 73.7 0.000 ______ _______ TG 8.450 83.7 0.135 upi 126 ii - 1.0 63.1 - Ductile 8 5.0 0.003 0.117 -784.3 4.5 Underground 127 Node - -4.0 65.4 - 140 8.000 29.9 2.165 ____ _______ E 8.450 34.9 0.136 up25 187 Node - -4.0 74.5 - Ductile 10 5.0 0.003 0.016 -1284.2 4.9 Underground I Src [...j -4.0 74.5 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.162 up26 187 Node . -4.0 74.5 - Ductile 10 792.5 0.001 1.003 787.7 3.0 Underground 188 Node - -4.0 73.5 - 140 10.000 0.0 0.000 - 10.340 792.5 0.061 up20 183 Node - -4.0 71.-3 - - PVC200 8 12.9 0.002 0.027 500.0 3.5 Underground 190 Hose 500.0 -4.0 71.3 500.0 150 8.000 0.0 0.000 _______ ___- 7.660 12.9 0.082 up3 62 Node - -4.0 73.2 - PVC200 8 52.0 0.002 0.149 -495.1 3.4 Underground 61 Node - -4.0 73.3 - 150 8.000 21.1 0.000 ____ E 7.660 73.1 0.080 up4 61 Node - -4.0 73.3 - PVC200 8 138.0 0.002 0.281 -495.1 3.4 Underground 119 Node - -4.0 73.6 - 150 8.000 0.0 0.000 - _______ ________ ________ - 7.660 ________ 138.0 0.080 p5 T Node - -4.0 73.0 - PVC200 8 64.0 0.002 0.173 -495.1 3.4 Underground 62 Node - -4.0 73.2 - 150 8.000 21.1 0.000 _____ E 7.660 85.1 0.080 up6 64 Node - -4.0 71.8 - PVC200 8 220.0 0.002 0.447 -495.1 3.4 Underground 63 Node - -4.0 72.3 - 150 8.000 0.0 0.000 ________ - 7.660 220.0 0.080 up7 63 Node - -4.0 72.3 - 5VC200 8 28.0 0.002 0.100 -495.1 3.4 Underground 69 Node - -4.0 72.4 - 150 8.000 21.1 0.000 E 7.660 49.1 0.080 up8 65 Node - -4.0 71.5 - PVC200 8 150.0 0.002 0.348 -495.1 3.4 Underground 64 Node - -4.0 71.8 - 150 8.000 21.1 0.000 E 7.660 171.1 0.080 uplO 129 Node - -4.0 71.2 - PVC200 8 117.8 0.002 0.239 -495.1 3.4 Underground 65 Node - -4.0 71.5 - 150 8.000 0.0 0.000 - 7.660 117.8 0.080 upil 68 Node - -4.0 72.5 - PVC200 8 220.0 0.002 0.490 -495.1 3.4 Underground 67 Node - -4.0 73.0 - 150 8.000 21.1 0.000 E 7.660 241.1 0.080 up12 69 Node - -4.0 72.4 - PVC200 8 65.0 0.002 0.132 -495.1 3.4 Underground 68 Node - -4.0 72.5 - 150 8.000 0.0 0.000 - 7.660 65.0 1 0.080 upls 119 Node - -4.0 73.6 - PVC200 8 61.0 0.002 0.124 -495.1 3.4 Underground 180 Node - -4.0 73.7 - 150 8.000 0.0 0.000 - 7.660 61.0 0.080 iij17 129 Node -4.0 71.2 - PVC200 8 82.2 0.001 0.092 -287.1 2.0 Underground 183 Node - -4.0 71.3 - 150 8.000 41.1 0.000 T 7.660 123.4 0.027 180 Node - -4.0 73.7 - PVC200 8 187.0 0.002 0.380 -495.1 3.4 Underground 185 Node - -4.0 74.1 - 150 8.000 0.0 0.000 - 7.660 187.0 0.080 p2l 183 Node -4.0 71.3 - PVC200 8 85.0 0.005 0.511 -789.1 5.5 Underground 184 Node - -4.0 71.8 - 150 8.000 21.1 0.000 E 7.660 106.1 0.203 p22 184 Node - -4.0 71.8 - PVC200 8 311.0 0.005 1.622 -789.1 5.5 Underground 188 Node - -4.0 73.5 - 150 8.000 25.7 0.000 EG 7.660 336.7 0.203 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:02 PM Palomar Airport Building#1 Page: 10 PIPES Start/End Nodes Material HWC Fittings Size Nom.Diam. lnt.Diam. Length Eq.Length Total Length Fr.Loss Pre.Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge I ft I psi ____ ft psi/ft psi gpm ft/s p24 185 187 Node Node - -4 .0 - 4. 74.1 .0 74 5 - __ PV _______ C200 150 8 8.000 134.0 45.7 0.002 0.365 0.000 -495.1 3.4 Underground S S OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02SVI I Palomar ,t Building#1 FLOW DIAGRAM Page: 1 OmniCADD Hydraulic Calculation Software v. 2.3 0 19 July 13, 2005 02:03 P. PaIoma Building#1 • Page: FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:04 p PalOma 8uilding#1 • • Page: FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 HYDRAULIC CALCULATIONS S for HANGAR 10 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date June 27, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittal0l\05-0058-2_Palomar_AirportBldl_R5.hcp Design Data: Remote Area Location REMOTE AREA 5 Occupancy Classification EXTRA HAZARD GROUP 1 Density 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft . Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 30 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1301.3 gpm Name of Contractor Pro-Tech Fire Protection Systems Corp. Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 2000SQ.FT. OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:36 PM Total Water Including Hose . Additional Allowances Discharge from Sprinklers Source Hose Demand Average Imbalance Maximum Imbalance Maximum Velocity © Pipe: 74 Maximum Fr. Loss © Pipe: 550 Average Density Remote Area was not Peaked Palomar Airport Building#1 Page: 2 GENERAL RESULTS 1301.3 gpm 500.0 gpm 801.0 gpm 0.0 gpm 0.033 gpm 0.1 gpm 17.6 ft/s 0.095 psi/ft 0.40 gpm/sq.ft 95.0 psi 85.0 psi 1404.0 gpm 0.0 gpm 86.3 psi 76.7 psi 11.2%, 9.6 psi 1301.3 gpm Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE:1 Static Pressure Residual Pressure Flow Hose Allowance Available Pressure Required Pressure Safety Factor Water Flowing OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:0 PalomarBuildin#1 Page Water Curves for Src: 1 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 Inn 100 111AH I I I I _WV 90 go 80 :: HEEEEEEEEEII__________70 60i __________60 PSI 50 50 40 40 30 30 20 20 10 10 0 E 0 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi @ gpm Supply Curve ©Src: 1 A:95@0 - B:86.3@1301.3 - C:85@1404 Demand Curve @ Sr c:1 13.5 @0 - D:76.7 @1301.3 End Head Pressure Responce 0@0 - E:0@1301.3 OmniCADD Hydraulic Calculation Software v. 2.3 -----.. ..---- July 13, 2005 02:36 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation X Y Res. Pres. Discharqe- ft ft ft psi 1 Src [...] -4.0 734.2 156.6 76.7 0.0 500 Head 8.00 17.3 393.2 460.9 11.2 - 501 Head 8.00 17.3 385.9 460.9 10.9 - 502 Head 8.00 17.3 378.5 460.9 10.7 - 503 Head 8.00 17.3 371.2 460.9 10.6 - 504 Head 8.00 17.3 363.9 460.9 11.6 - 505 Head 8.00 17.3 393.2 455.3 11.2 26.8 506 Head 8.00 17.3 385.9 455.3 10.9 26.4 507 Head 8.00 17.3 378.5 455.3 10.7 26.2 508 Head 8.00 17.3 371.2 455.3 10.6 26.1 509 Head 8.00 17.3 363.9 455.3 11.6 27.3 510 Head 8.00 17.3 393.2 445.4 11.4 27.0 511. Head 8.00 17.3 385.9 445.4 11.1 26.6 512 Head 8.00 17.3 378.5 445.4 10.9 26.4 513 .Head 8.00 17.3 371.2 445.4 10.8 . 26.3 514 Head 8.00 17.3 363.9 445.4 11.8 27.5 515 Head 8.00 17.3 393.2 435.5 12.1 27.8 516 Head 8.00 17.3 385.9 435.5 11.7 27.4 517 Head 8.00 17.3 378.5 435.5 11.5 27.1 518 Head 8.00 17.3 371.2 435.5 11.4 27.0 519 Head 8.00 17.3 363.9 435.5 12.5 28.3 520 Head 8.00 17.3 393.2 425.6 11.3 26.9 521 Head 8.00 17.3 385.9 425.6 10.9 26.4 522 Head 8.00 17.3 378.5 425.6 10.7 26.2 523 Head 8.00 17.3 371.2 425.6 10.7 26.1 524 Head 8.00 17.3 363.9 425.6 12.8 28.6 525 Head 8.00 17.3 393.2 415.7 10.7 26.1 526 Head 8.00 17.3 385.9 415.7 10.3 25.7 527 Head 8.00 17.3 378.5 415.7 10.1 25.5 528 Head 8.00 17.3 371.2 415.7 10.1 25.4 529 Head 8.00 17.3 363.9 415.7 12.9 28.8 530 Head 8.00 17.3 393.2 405.8 10.5 25.9 531 Head 8.00 17.3 385.9 405.8 10.2 25.5 532 Head 8.00 17.3 378.5 405.8 10.0 25.3 533 Head 8.00 17.3 371.2 405.8 9.9 25.2 534 Head 8.00 17.3 363.9 405.8 13.3 29.2 189 Hose 500.0 -4.0 714.2 538.6 74.1 500.0 415 FPLD 5.0 -4.0 719.2 477.6 69.0 - 61 Node - -4.0 729.2 676.6 74.4 - 62 Node - -4.0 677.2 676.6 74.5 - 63 Node - -4.0 392.2 640.6 75.0 - 64 Node - -4.0 172.2 640.6 75.3 - 65 Node - -4.0 22.2 640.6 75.6 - 67 Node - -4.0 677.2 612.6 74.6 - 68 Node - -4.0 457.2 612.6 74.9 - 69 Node - -4.0 392.2 612.6 75.0 - 119 Node - -4.0 729.2 538.6 74.3 - 129 Node - -4.0 22.2 522.8 75.7 - 242 Node - 27.2 708.0 477.6 53.5 - 239 Node - 10.0 714.2 477.6 62.1 - 417 Node - 2.0 714.2 477.6 65.7 - 416 Node - 1.0 714.2 477.6 66.1 - 181 Node - -4.0 714.2 477.6 68.4 - 241 Node - 10.0 708.0 477.6 61.6 - 180 Node - -4.0 729.2 477.6 74.3 - 244 Node - 27.2 708.0 465.6 53.0 - 247 Node - 15.3 708.0 465.6 53.2 - 183 Node - -4.0 22.2 440.6 75.8 - 184 Node - -4.0 -62.8 440.6 76.0 - 248 Node - 15.3 708.0 433.6 47.6 - 77 Node - 17.2 706.9 433.6 46.6 - 74 Node - 15.2 706.9 433.6 47.5 - 542 Node - 15.3 393.2 433.6 14.5 - 550 Node - 15.3 363.9 433.6 13.8 - 541 Node - 17.3 393.2 433.6 12.4 - 543 Node - 17.3 385.9 433.6 12.0 - 544 Node - 15.3 385.9 433.6 14.1 - 545 Node - 17.3 378.5 433.6 11.8 - 546 Node - 15.3 378.5 433.6 13.9 - 547 Node - 17.3 371.2 433.6 11.7 - 548 Node - 15.3 371.2 433.6 13.8 - 549 Node - 17.3 363.9 433.6 12.8 - 78 1 Node I - 17.2 1706.9 400.41 41.0 1 - OrnniCADD Hydraulic Calculation Software v. 2.3 S July 13, 2005 02:36 PM Palomar Airport Building#1 Page: 5 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi qpM 76 Node - 17.3 363.9 400.4 16.9 - 185 Node - -4.0 729.2 290.6 75.5 - 187 Node - -4.0 729.2 156.6 76.7 - 188 Node - -4.0 -62.8 129.6 76.4 - OmniCADD Hydraulic Calculation Software v. 2.3 S July 13, 2005 02:36 PM Palomar Airport Building#1 Page: 6 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type [value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss ,- ft psi gprn ________ ________ ft psi/ft psi gP!:!:!_ ft/s 542 Node - 15.3 14.5 - Dyna Flow 4 313.8 0.095 32.730 -697.1 15.3 Cross Main 74 Node - 15.2 47.5 - 120 4.000 31.4 0.018 2E4 4.314. 345.2 1.576 80 76 Node - 17.3 16.9 - Dyna Flow 2 343.1 0.070 24.061 -103.9 8.6 Branch Line 78 Node - 17.2 41.0 - 120 2.000 0.0 0.018 - 2.227 343.1 0.493 fm5l 247 Node 15.3 53.2 - Dyna Flow 4 32.0 0.123 5.606 801.0 17.6 Feed Main 248 Node - 15.3 47.6 - 120 4.000 13.7 0.000 E 4.314 45.7 2.080 fm50 244 Node - 27.2 53.0 - Dyna Flow 4 11.9 0.123 4.894 801.0 17.6 Feed Main 247 Node - 15.3 53.2 - 120 4.000 28.0 5.160 _______ T 4.314 39.9 2.080 fm47 242 Node - 27.2 53.5 - Dyna Flow 6 12.0 0.018 0.547 801.0 8.0 Feed Main 244 Node - 27.2 53.0 - 120 6.000 18.1 0.000 _______ E 6.385 30.1 0.434 79 77 Node - 17.2 46.6 - Dyna Flow 2 33.1 0.070 5.495 103.9 8.6 Branch Line 78 Node - 17.2 41.0 - 120 2.000 45.2 0.000 5E10 2.227 78.4 0.493 76 534 Head 8.00 17.3 13.3 29.2 Dyna Flow 2 5.3 0.070 3.546 -103.9 8.6 Branch Line 76 Node - 17.3 16.9 - 120 2.000 45.2 0.000 _______ 5E10 2.227 50.6 0.493 545 542 Node - 15.3 14.5 - Dyna Flow 2-1/2 2.0 0.058 1.266 160.6 8.8 Riser Nipple 541 Node - 17.3 12.4 - 120 2.500 19.8 0.866 T 2.731 21.8 0.521 546 544 Node - 15.3 14.1 - Dyna Flow 2-1/2 2.0 0.057 1.228 158.0 8.7 Riser Nipple 543 Node - 17.3 12.0 - 120 2.500 19.8 0.866 T 2.731 21.8 0.504 uplg 180 Node - -4.0 74.3 - PVC200 8 187.0 0.007 1.214 -927.3 6.5 Underground 185 Node - -4.0 75.5 - 150 8.000 0.0 0.000 - 7.660 187.0 0.280 547 546 Node - 15.3 13.9 - Dyna Flow 2-1/2 2.0 0.056 1.209 156.7 8.6 Riser Nipple 545 Node - 17.3 11.8 - 120 2.500 19.8 0.866 _________ T 2.731 21.8 0.495 48 548 Node - 15.3 13.8 - Dyna Flow 2-1/2 2.0 0.055 1.201 156.1 8.6 Riser Nipple 547 Node - 17.3 11.7 - 120 2.500 19.8 0.866 _ T 2.731 21.8 0.492 _ up24 185 Node - -4.0 75.5 - PVC200 8 134.0 0.007 1.167 -927.3 6.5 Underground 187 Node - -4.0 76.7 - 150 8.000 45.7 0.000 TG 7.660 179.7 0.280 521 520 Head 8.00 17.3 11.3 26.9 Dyna Flow 1-1/2 8.0 0.136 1.081 -78.9 10.5 Branch Line 541 Node - 17.3 12.4 - 120 1.500 0.0 0.000 - 1.752 8.0 0.743 523 521 Head 8.00 17.3 10.9 26.4 Dyna Flow 1-1/2 8.0 0.132 1.049 -77.7 10.3 Branch Line 543 Node - 17.3 12.0 - 120 1.500 0.0 0.000 - 1.752 8.0 0.719 525 522 Head 8.00 17.3 10.7 26.2 Dyna Flow 1-1/2 8.0 0.130 1.032 -77.0 10.2 Branch Line 545 Node - 17.3 11.8 - 120 1.500 0.0 0.000 - 1.752 8.0 0.706 527 523 Head 8.00 17.3 10.7 26.1 Dyna Flow 1-1/2 8.0 0.129 1.026 -76.7 10.2 Branch Line 547 Node - 17.3 11.7 - 120 1.500 0.0 0.000 - 1.752 8.0 0.702 514 519 Head 8.00 17.3 12.5 28.3 Dyna Flow 1-1/2 9.9 0.069 0.683 54.7 7.3 Branch Line 514 Head 8.00 17.3 11.8 27.5 120 1.500 0.0 0.000 - 1.752 9.9 0.357 510 515 Head 8.00 17.3 12.1 27.8 Dyna Flow 1-1/2 9.9 0.067 0.664 53.9 7.2 Branch Line 510 Head 8.00 17.3 11.4 27.0 120 1.500 0.0 0.000 - 1.752 9.9 0.346 511 516 Head 800 17.3 11.7 27.4 Dyna Flow 1-1/2 9.9 0.065 0.644 53.0 7.1 Branch Line 511 Head 8.00 17.3 11.1 26.6 120 1.500 0.0 0.000 - 1.752 9.9 0.335 fm45 241 Node - 10.0 61.6 - Dyna Flow 6 17.2 0.018 0.641 801.0 8.0 Feed Main 242 Node - 27.2 53.5 - 120 6.000 18.1 7.437 ________ _______ ________ E 6.385 35.3 0.434 512 517 Head 8.00 17.3 11.5 27.1 Dyna Flow 1-1/2 9.9 0.064 0.634 52.5 7.0 Branch Line 512 Head 8.00 17.3 10.9 26.4 120 1.500 0.0 0.000 -1.752 9.9 518 Head 8.00 11.4 0.329 513 27.0 Dyna Flow 1-1/2 9.9 0.064 0.630 524 Head 8.00 10.8 n 26.3 120 7.0 513 1.500 0.0 0.000 - 1.752 9.9 0.327 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:36 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type I # Type Value Elevation Res.Pres. Discharge _Fittings lnt.Diam. Total Length Pres.Vel.Loss W ft psi gpm ________ ________ ft psi/ft psi gpm ft/s 525 Head 8.00 1 7.3 10.7 26.1 Dyna Flow 1-1/2 9.9 0.063 0.623 -52.0 6.9 Branch Line 520 Head 8.00 17.3 11.3 26.9 120 1.500 0.0 0.000 - 1.752 9.9 1 0.323 522 526 Head 8.00 17.3 10.3 25.7 Dyna Flow 1-1/2 9.9 0.061 0.604 -51.2 6.8 Branch Line 521 Head 8.00 17.3 10.9 26.4 120 1.500 0.0 0.000 - 1.752 9.9 0.312 524 527 Head 8.00 17.3 10.1 25.5 Dyna Flow 1-1/2 9.9 0.060 0.595 -50.8 6.8 Branch Line 522 Head 8.00 17.3 10.7 26.2 120 1.500 0.0 0.000 - 1.752 9.9 0.307 526 528 Head 8.00 17.3 10.1 25.4 Dyna Flow 1-1/2 9.9 0.060 0.591 -50.6 6.7 Branch Line 523 Head 8.00 17.3 10.7 26.1 120 1.500 0.0 0.000 - 1.752 9.9 0.305 up27 415 FPLD 5.0 -4.0 69.0 - Ductile 8 5.0 0.004 0.577 801.2 4.6 Underground 181 Node - -4.0 68.4 - 140 8.000 160.2 0.000 _______ 3ET12 8.450 165.2 0.141 fm44 239 Node - 10.0 62.1 - Dyna Flow 6 6.2 0.018 0.442 801.0 8.0 Feed Main 241 Node - 10.0 61.6 - 120 6.000 18.1 0.000 _______ E 6.385 24.3 0.434 up22 184 Node - -4.0 76.0 - PVC200 8 311.0 0.001 0.432 -373.9 2.6 Underground 188 Node - -4.0 76.4 - 150 8.000 45.7 0.000 - _______ TG 7.660 356.7 0.046 - 551 544 Node - 15.3 14.1 - Dyna Flow 4 7.3 0.059 0.428 -536.5 11.8 Cross Main 542 Node - 15.3 14.5 - 120 4.000 0.0 0.000 - 4.314 7.3 0.933 upll 68 Node - -4.0 74.9 - PVC200 8 220.0 0.001 0.292 373.9 2.6 Underground 67 Node - -4.0 74.6 - 150 8.000 21.1 0.000 E 7.660 241.1 0.046 up6 64 Node - -4.0 75.3 - PVC200 8 220.0 0.001 0.292 373.9 2.6 Underground 63 Node - -4.0 75.0 - 150 8.000 21.1 0.000 E 7.660 241.1 0.046 i 519 Head 8.00 17.3 12.5 28.3 Dyna Flow 1-1/2 1.9 0.149 0.290 -83.0 11.0 Branch Line 549 Node - 17.3 12.8 - 120 1.500 0.0 0.000 - 1.752 1.9 0.821 5 515 i O 17.3 12.1 27.8 Dyna Flow 1-1/2 1.9 0.145 0.282 -81.7 10.9 Branch Line 541 Node - 17.3 12.4 - 120 1.500 0.0 0.000 - 1.752 1.9 0.795 516 i i4ii 8.00 17.3 11.7 27.4 Dyna Flow 1-1/2 1.9 0.141 0.273 -80.4 10.7 Branch Line 543 Node - 17.3 12.0 - 120 1.500 0.0 0.000 - 1.752 1.9 0.770 517 517 Head 8.00 17.3 11.5 27.1 Dyna Flow 1-1/2 1.9 0.138 0.269 -79.7 10.6 Branch Line 545 Node - 17.3 11.8 - 120 1.500 0.0 0.000 - 1.752 1.9 0.757 518 518 Head 8.00 17.3 11.4 27.0 Dyna Flow 1-1/2 1.9 0.138 0.267 -79.4 10.6 Branch Line 547 Node - 17.3 11.7 - 120 1.500 0.0 0.000 - 1.752 1.9 0.752 up18 180 Node - -4.0 74.3 - Ductile 8 10.0 0.004 0.261 801.2 4.6 Underground 415 FPLD 5.0 -4.0 69.0 - 140 8.000 64.9 0.000 TG 8.450 74.9 0.141 up26 187 Node - -4.0 76.7 - Ductile 10 792.5 0.000 0.253 373.9 1.4 Underground 188 Node - -4.0 76.4 - 140 10.000 0.0 0.000 - 10.340 792.5 1 0.014 ____ 552 546 Node - 15.3 13.9 - Dyna Flow 4 7.3 0.031 0.225 -378.5 8.3 Cross Main 544 Node - 15.3 14.1 - 120 4.000 0.0 0.000 - 4.314 7.3 0.464 up8 65 64 Node Node - - -4.0 -4.0 75.6 75.3 - - PVC200 150 8 8.000 150.0 21.1 0.001 0.207 0.000 373.9 2.6 Underground _______ _______ E 7.660 171.1 0.046 509 514 Head 8.00 17.3 11.8 27.5 Dyna Flow 1-1/2 9.9 0.019 0.188 27.3 3.6 Branch Line 509 Head 8.00 17.3 11.6 27.3 120 1.500 0.0 0.000 - 1.752 9.9 0.089 505 Tö Head 8.00 17.3 11.4 27.0 Dyna Flow 1-1/2 9.9 0.018 0.183 26.8 3.6 Branch Line 505 Head 8.00 17.3 11.2 26.8 120 1.500 0.0 0.000 - 1.752 9.9 0.086 506 11 Head 8.00 17.3 11.1 26.6 Dyna Flow 1-1/2 9.9 0.018 0.177 26.4 3.5 Branch Line 506 Head 8.00 17.3 10.9 26.4 120 1.500 0.0 0.000 - 1.752 9.9 0.083 -R-ead 8.00 - 17.3 10.9 26.4 Dyna Flow 1-1/2 9.9 0.018 0.174 26.2 3.5 Branch Line 507 Head 8.00 17.3 10.7 26.2 120 1.500 0.0 0.000 - 1.752 9.9 0.082 1 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:36 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # I-IWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Flow Pres.Vel.Loss Velocity Type # - Type - Value Elevation Res.Pres. Discharge ft psi gpm ft psi/ft psi gp ft/s 513 Head 8.00 17.3 10.8 26.3 Dyna Flow 1-1/2 9.9 0.018 0.173 26.1 3.5 Branch Line 508 Head 8.00 17.3 10.6 26.1 120 1.500 0.0 0.000 - 1.752 9.9 0.081 534 534 Head 8.00 17.3 13.3 29.2 Dyna Flow 2 9.9 0.038 0.378 74.7 6.2 Branch Line 529 Head 8.00 17.3 12.9 28.8 120 2.000 0.0 0.000 - 2.227 9.9 0.255 530 530 Head 8.00 17.3 10.5 25.9 Dyna Flow 1-1/2 9.9 0.017 0.171 -25.9 3.4 Branch Line 525 Head 8.00 17.3 10.7 26.1 120 1.500 0.0 0.000 1.752 9.9 0.080 up4 61 Node - -4.0 74.4 - PVC200 8 138.0 0.001 0.167 373.9 2.6 Underground 119 Node - -4.0 74.3 - 150 8.000 0.0 0.000 - 7.660 138.0 0.046 531 531 Head 8.00 17.3 10.2 25.5 Dyna Flow 1-1/2 9.9 0.017 0.166 -25.5 3.4 Branch Line 526 Head 8.00 17.3 10.3 25.7 120 1.500 0.0 0.000 1.752 9.9 0.077 532 532 Head 8.00 17.3 10.0 25.3 Dyna Flow 1-1/2 9.9 0.017 0.164 -25.3 3.4 Branch Line 527 Head 8.00 17.3 10.1 25.5 120 1.500 0.0 0.000 - 1.752 1 9.9 0.076 533 533 Head 8.00 17.3 9.9 25.2 Dyna Flow 1-1/2 9.9 0.016 0.163 -25.2 3.4 Branch Line 528 Head 8.00 17.3 10.1 25.4 120 1.500 0.0 0.000 - 1.752 9.9 0.076 up17 129 Node - -4.0 75.7 - PVC200 8 82.2 0.001 0.149 -373.9 2.6 Underground 183 Node - -4.0 75.8 - 150 8.000 41.1 0.000 T 7.660 123.4 0.046 1 fm42 417 Node - 2.0 65.7 - Dyna Flow 6 8.0 0.018 0.145 801.0 8.0 Feed Main 239 Node - 10.0 62.1 - 120 6.000 0.0 3.464 - 6.385 8.0 0.434 uplO 129 Node - -4.0 75.7 - PVC200 8 117.8 0.001 0.142 373.9 2.6 Underground 65 Node - -4.0 75.6 - 150 8.000 0.0 0.000 - 7.660 117.8 0.046 74 74 Node - 15.2 47.5 - Dyna Flow 4 1.1 0.123 0.133 -801.0 17.6 Cross Main 248 Node - 15.3 47.6 - 120 4.000 0.0 0.018 - 4.314 1.1 2.080 21 183 Node - -40 75.8 - PVC200 8 85.0 0.001 0.128 -373.9 2.6 Underground 164 Node - -4.0 76.0 - 150 8.000 21.1 0.000 _______ E 7.660 106.1 0.046 fTt - -4.0 74.3 - PVC200 8 15.0 0.002 0.126 500.0 3.5 Underground 189 Hose 500.0 -4.0 74.1 500.0 150 8.000 45.7 0.000 TG 7.660 60.7 0.082 up28 181 Node - -4.0 68.4 - Ductile 8 5.0 0.004 0.122 801.2 4.6 Underground 416 Node - 1.0 66.1 - 140 8.000 29.9 2.165 E 8.450 34.9 0.141 up5 67 Node - -4.0 74.6 - PVC200 8 64.0 0.001 0.103 373.9 2.6 Underground 62 Node - -4.0 74.5 - 150 8.000 21.1 0.000 E 7.660 85.1 0.046 549 550 Node - 15.3 13.8 - Dyna Flow 2-1/2 2.0 0.011 0.129 65.7 3.6 Riser Nipple 549 Node - 17.3 12.8 - 120 2.500 9.6 0.866 E 2.731 11.6 0.087 up3 62 Node - -4.0 74.5 - PVC200 8 52.0 0.001 6.-0-881 373.9 2.6 Underground 61 Node - -4.0 74.4 - 150 8.000 21.1 0.000 E 7.660 73.1 0.046 528 529 Head 8.00 17.3 12.9 28.8 Dyna Flow 2 9.9 0.016 0.154 45.9 3.8 Branch Line 524 Head 8.00 17.3 12.8 28.6 120 2.000 0.0 0.000 - 2.227 1 9.9 0.096 up12 _ 69 Node - -4.0 75.0 - PVC200 8 65.0 0.001 0.079 373.9 2.6 Underground 68 Node - -4.0 74.9 - 150 8.000 0.0 0.000 - 7.660 65.0 0.046 553 548 Node - 15.3 13.8 - Dyna Flow 4 7.3 0.011 0.084 -221.8 4.9 Cross Main 546 Node - 15.3 13.9 - 120 4.000 0.0 0.000 - 4.314 7.3 0.160 U74 Node - 15.2 47.5 - Dyna Flow 2-1/2 2.0 0.026 0.052 103.9 5.7 Branch Line 77 Node - 17.2 46.6 - 120 2.500 0.0 0.866 - 2.731 2.0 0.218 Node - -4.0 75.0 - PVC200 up7 8 28.0 0.001 0.059 3739 2.6 Underground 69 Node - -4.0 75.0 - 150 8.000 21.1 0.000 E 7.660 49.1 0.046 M5 416 Node - 1.0 66.1 - Dyna Flow 6 1.0 0.018 0.018 801.0 8.0 Feed ii in 417 Node - 2.0 65.7 - 120 6.000 0.0 0.433 - 6.385 1.0 1 0.434 OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:36 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fittings Nom.Diam. Int.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type I Value Elevation Res.Pres. Discharge ft psi qpm ft psi/ft psi gpm ft/s 524 Head 8.00 17.3 12.8 28.6 Dyna Flow 2 8.0 0.003 0.020 17.3 1.4 Branch Line 549 Node - 17.3 12.8 - 120 2.000 0.0 0.000 - 2.227 8.0 0.014 up25 187 Node - -4.0 76.7 - Ductile 10 5.0 0.003 0.016 -1301.2 5.0 Underground 1 Src [...] -4.0 76.7 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.166 up15 119 Node - -4.0 74.3 - PVC200 8 61.0 0.000 0.010 -126.1 0.9 Underground 180 Node - -4.0 74.3 - 150 8.000 0.0 0.000 - 7.660 61.0 0.005 554 550 Node - 15.3 13.8 - Dyna Flow 4 7.3 0.001 0.009 -65.7 1.4 Cross Main 548 Node - 15.3 13.8 - 120 4.000 0.0 0.000 - 4.314 7.3 0.014 503 508 Head 8.00 17.3 10.6 26.1 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 503 Head 8.00 17.3 10.6 - 120 1.500 0.0 0.000 - 1.752 5.5 0.000 502 507 1Head 8.00 17.3 10.7 26.2 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 502 Head 8.00 17.3 10.7 - 120 1.500 0.0 0.000 - 1.752 5.5 0.000 504 509 Head 8.00 17.3 11.6 27.3 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 504 Head 8.00 17.3 11.6 - 120 1.500 0.0 0.000 - 1.752 5.5 0.000 501 506 Head 800 17.3 10.9 26.4 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 501 Head 8.00 17.3 10.9 - 120 1.500 0.0 0.000 1.752 5.5 0.000 500 505 Head 8.00 17.3 11.2 26.8 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 500 Head 8.00 17.3 11.2 - 120 1.500 0.0 0.000 1.752 5.5 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 July 13 2005 02:3 0 1Palomar Aiuildin#1 g Page: J.( FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 July 13, 2005 02:39 PM I* Page:' Palomar Ai.Building#1 FLORAM OmniCADD Hydraulic Calculation Software v. 2,3 . .,.. ., .........,- .. .......- July 13, 2005 02:39 PM Palomar • Pap' FLO Building#1 RAM OmniCADD Hydraulic Calculation Software v. 2.3 HYDRAULIC CALCULATIONS for HANGAR 3 2100 PALOMAR ROAD CARLSBAD CA Cop, Contract No. 05-0058-2 Date June 27, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittalol\05-0058-2...Palomar_AirPort_Bldl_R2.hCP Design Data: Remote Area Location Occupancy Classification Density Remote Area Size Coverage per Sprinkler Sprinkler K-Factor No. of Sprinkler Calculated In-Rack Demand Source Hose Demand Total Water Including Hose Name of Contractor Name of Designer Address Authority Having Jurisdiction REMOTE AREA 2 EXTRA HAZARD GROUP 1 CITY OF 0.30 gpm/sq.ft FIRE DEPARTMENT 2000.0 sq.ft APPROVED 0.0 sq.ft Oubjoct to field inspection and required 8.00 teats, notations hereon, conditions in correspondence and conformance with Ki applicable reaulations. The stamping i of these plans shall not be held to permit 0.0 gpm or app violation of any law. J 0.0 gpm By - Date 1315.3 0Dm Pro-Tech Fire Protection Systems Corp. Joey Newman 179 Roymar Rd., Ste. G,Oceanside, CA 92054 CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 2000SQ.FT. OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose 1315.3 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 814.5 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.042 gpm Maximum Imbalance 0.1 gpm Maximum Velocity @ Pipe: b1135 16.8 ft/s Maximum Fr. Loss @ Pipe: b159 0.250 psi/ft Average Density 0.41 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE:1 Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 86.1 psi Required Pressure 74.9 psi Safety Factor 13.1%, 11.2 psi Water Flowing 1315.3 gpm OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM 0 200 400 500 600 700 800 100 1-1111 901 11-FT-T--- --+4--- 80 70 60 PSI 50 40 30 20 10 0 Palomar Airport Building#1 Page: Water Curves for Src: 1 900 1000 1100 1200 1300 1400 1500 Ei 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi © gpm Supply Curve @ Src:1 A: 95 @ 0 - B: 86.1 @ 1315.3 - C: 85 @ 1404 Demand Curve @ Src: 1 16.3 @0 - D:74.9 @ 1315.3 L End Head Pressure Responce 0@0 - E:0@1315.3 OmniCADD Hydraulic Calculation Software v. 2.3 August26, 2005 04:29 PM Palomar Airport Building#1 Page: 4 NODES # Type value Elevation X Y Res. Pres. Discharg ft ft ft psi gpm -4.0 734.2 156.6 7 4. 9 0.0 443 Head 8.00 33.8 357.6 574.1 19.0 - 424 Head 8.00 33.8 349.5 574.1 18.9 - 204 Head 8.00 33.8 388.4 572.9 23.5 - 205 Head 8.00 33.8 378.4 572.9 22.1 - 206 Head 8.00 33.8 368.4 572.9 20.1 - 442 Head 8.00 33.8 357.6 566.9 19.0 - 425 Head 8.00 33.8 349.5 566.9 18.9 - 209 Head 8.00 33.8 388.4 563.4 23.5 - 210 Head 8.00 33.8 378.4 563.4 22.1 - 211 Head 8.00 33.8 368.4 563.4 20.1 - 441 Head 8.00 33.8 357.6 559.8 18.5 - 426 Head 8.00 33.8 349.5 559.8 18.4 - 214 Head 8.00 33.8 388.4 553.9 23.8 - 215 Head 8.00 33.8 378.4 553.9 21.5 - 216 Head 8.00 33.8 368.4 553.9 15.6 31.6 440 Head 8.00 33.8 357.6 552.7 16.2 32.2 427 Head 8.00 33.8 349.5 552.7 16.0 32.0 439 Head 8.00 33.8 357.6 545.6 14.9 30.9 426 Head 8.00 33.8 349.5 545.6 14.7 30.7 221 Head 8.00 33.8 388.4 544.4 24.0 - 222 Head 8.00 33.8 378.4 544.4 21.2 - 223 Head 8.00 33.8 368.4 544.4 14.5 30.5 438 Head 8.00 33.8 357.6 538.4 14.3 30.2 338 Head 8.00 33.8 346.1 538.4 14.2 30.1 226 Head 8.00 33.8 388.4 534.9 24.1 - 227 Head 8.00 33.8 378.4 534.9 20.9 - 228 Head 8.00 33.8 368.4 534.9 14.1 30.0 437 Head 8.00 33.8 357.6 531.3 14.1 30.0 337 Head 8.00 33.8 346.1 531.3 14.0 29.9 231 Head 8.00 33.8 388.4 525.4 24.3 - 232 Head 8.00 33.8 378.4 525.4 20.7 - 233 Head 8.00 33.8 368.4 525.4 14.0 30.0 436 Head 8.00 33.8 357.6 524.2 14.1 30.0 262 Head 8.00 33.8 346.1 524.2 14.0 29.9 435 Head 8.00 33.8 357.6 517.1 14.2 30.1 261 Head 8.00 33.8 346.1 517.1 14.1 30.1 236 Head 8.00 33.8 388.4 515.9 24.4 - 237 Head 8.00 33.8 378.4 515.9 20.4 36.1 238 Head 8.00 33.8 368.4 515.9 14.1 30.0 434 Head 8.00 33.8 357.6 509.9 14.7 30.7 257 Head 8.00 33.8 346.1 509.9 14.7 30.6 241 Head 8.00 33.8 388.4 506.4 24.6 - 242 Head 8.00 33.8 378.4 506.4 20.4 36.1 243 Head 8.00 33.8 368.4 506.4 14.6 30.6 433 Head 8.00 33.8 357.6 502.8 15.9 31.9 252 Head 8.00 33.8 346.1 502.8 15.9 31.9 246 Head 8.00 33.8 388.4 496.9 24.8 - 247 Head 8.00 33.8 378.4 496.9 20.7 36.4 248 Head 8.00 33.8 368.4 496.9 15.9 31.9 432 Head 8.00 33.8 357.6 495.7 18.0 - 250 Head 8.00 33.8 346.1 495.7 18.0 - 431 Head 8.00 33.8 357.6 488.6 20.1 - 245 Head 8.00 33.8 346.1 488.6 20.1 - 253 Head 8.00 33.8 388.4 487.4 24.9 - 254 Head 8.00 33.8 378.4 487.4 21.9 - 255 Head 8.00 33.8 368.4 487.4 18.2 - 430 Head 8.00 33.8 357.6 481.4 22.2 - 240 Head 8.00 33.8 346.1 481.4 22.2 - 258 Head 8.00 33.8 388.4 477.9 25.3 - 259 Head 8.00 33.8 378.4 477.9 24.4 - 260 Head 8.00 33.8 368.4 477.9 23.4 - 120 Hose 500.0 -4.0 714.2 538.6 72.3 500.0 415 FPLD. 5.0 -4.0 719.2 477.6 67.2 - 61 Node - 4.0 729.2 676.6 72.6 - 62 Node - -4.0 677.2 676.6 72.7 - 63 Node - -4.0 392.2 640.6 73.2 - 64 Node - -4.0 172.2 640.6 73.5 - 65 Node - -4.0 22.2 640.6 73.8 - 67 Node 4.0 677.2 612.6 72.8 - 68 Node - -4.0 457.2 612.6 73.1 - 69 Node - -4.0 392.2 612.6 73.2 - 423 1 Node - 33.8 346.1 574.1 18.9 - OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 5 NODES # _Type_ -Value Elevation X Y ResPres. Discharge ft ft ft -I?Sigpm 422 Node - 33.8 346.1 566.9 18.9 - 263 Node - 33.8 708.3 561.3 42.2 - 264 Node - 31.0 708.3 561.3 43.2 - 265 Node - :33.8 699.9 561.3 42.2 - 266 Node - 31.0 699.9 561.3 43.2 - 267 Node - 33.8 691.6 561.3 42.1 - 268 Node - 31.0 691.6 561.3 43.1 - 269 Node - 33.8 681.4 561.3 42.0 - 270 Node - 31.0 681.4 561.3 43.0 - 271 Node - 33.8 669.4 561.3 41.7 - 272 Node - 31.0 669.4 561.3 42.8 - 273 Node - 33.8 657.4 561.3 41.4 - 274 Node - 31.0 657.4 561.3 42.5 - 275 Node - 33.8 645.4 561.3 41.0 - 276 Node - 31.0 645.4 561.3 42.1 - 277 Node - 33.8 635.1 561.3 40.6 - 278 Node - 31.0 635.1 561.3 41.7 - 279 Node - 33.8 626.4 561.3 40.2 - 280 Node - 31.0 626.4 561.3 41.4 - 281 Node - 33.8 617.8 561.3 39.8 - 282 Node - 31.0 617.8 561.3 41.0 - 283 Node - 33.8 609.1 561.3 39.3 - 284 Node - 31.0 609.1 561.3 40.5 - 285 Node - 33.8 600.4 561.3 38.9 - 286 Node - 31.0 600.4 561.3 40.1 - 287 Node - 33.8 591.8 561.3 38.4 - 288 Node - 31.0 591.8 561.3 39.6 - 289 Node - 33.8 582.4 561.3 37.9 - 290 Node - 31.0 582.4 561.3 39.0 - 291 Node - 33.8 572.4 561.3 37.3 - 292 Node - 31.0 572.4 561.3 38.5 - 293 Node - 33.8 561.4 561.3 36.6 - 294 Node - 31.0 561.4 561.3 37.8 - 295 Node - 33.8 549.4 561.3 35.9 - 296 Node - 31.0 549.4 561.3 37.1 - 297 Node - 33.8 537.4 561.3 35.2 - 298 Node - 31.0 537.4 561.3 36.4 - 299 Node - 33.8 525.4 561.3 34.4 - 300 Nàde - 31.0 525.4 561.3 35.6 - 301 Node - 33.8 513.4 561.3 32.2 - 302 Node - 31.0 513.4 561.3 33.4 - 303 Node - 33.8 501.4 561.3 31.5 - 304 Node - 31.0 501.4 561.3 32.7 - 305 Node - 33.8 491.2 561.3 30.9 - 306 Node - 31.0 491.2 561.3 32.1 - 307 Node - 33.8 482.7 561.3 30.4 - 308 Node - 21.0 482.7 561.3 31.5 - 309 Node - 23.8 474.7 561.3 29.9 310 Node - 21.0 474.7 561.3 31.1 - 311 Node - 23.8 467.2 561.3 29.4 - 312 Node - 31.0 467.2 561.3 30.6 - 313 Node - 33.8 458.4 561.3 28.9 - 314 Node - 31.0 458.4 561.3 30.1 - 315 Node - 33.8 448.4 561.3 28.2 - 316 Node - 31.0 448.4 561.3 29.4 - 317 Node - 33.8 438,4 561.3 27.6 - 318 Node - 31.0 438.4 561.3 28.7 - 319 Node - 33.8 428.4 561.3 26.9 - 320 Node - 31.0 428.4 561.3 28.0 - 321 Node - 33.8 418.4 561.3 26.1 - 322 Node - 31.0 418.4 561.3 27.3 - 323 Node - 33.8 408.4 561.3 25.3 - 324 Node - 31.0 408.4 561.3 26.5 - 325 Node - 33.8 398.4 561.3 24.4 - 326 Node - 31.0 398.4 561.3 25.6 - 327 Node - 33.8 388.4 561.3 23.5 - 328 Node - 31.0 388.4 561.3 24.6 - 329 Node - 33.8 378.4 561.3 22.1 - 330 Node - 31.0 378.4 561.3 23.4 - 331 Node - 33.8 368.4 561.3 20.1 - 332 Node - 31.0 368.4 561.3 22.5 - 333 Node - 33.8 357.6 561.3 19.0 - 334 1 Node - 31.0 357.6 1561.3 1 21.9 - OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 6 NODES # jjype Value Elevation X Y Res.Pres. Discharge - - L qpm 335 Node - 33.8 346.1 561.3 18.9 - 336 Node - 31.0 346.1 561.3 21.8 - 421 Node - 33.8 346.1 559.8 18.4 - 414 Node - 33.8 346.1 552.7 16.1 - 339 Node - 33.8 346.1 545.6 14.8 - 119 Node - -4.0 729.2 538.6 72.4 - 129 Node - -4.0 22.2 522.8 73.9 - 340 Node - 33.8 708.3 478.6 46.0 - 342 Node - 33.8 699.9 478.6 45.9 - 343 Node - 31.0 699.9 478.6 47.3 - 344 Node - 33.8 691.6 478.6 45.8 - 345 Node - 31.0 691.6 478.6 47.1 - 346 Node - 33.8 681.4 478.6 44.8 - 347 Node - 31.0 681.4 478.6 46.2 - 348 Node - 33.8 669.4 478.6 43.8 - 349 Node - 31.0 669.4 478.6 45.1 - 350 Node - 33.8 657.4 478.6 42.9 - 351 Node - 31.0 657.4 478.6 44.1 - 352 Node - 33.8 645.4 478.6 42.0 - 353 Node - 31.0 645.4 478.6 43.2 - 354 Node - 33.8 635.1 478.6 41.2 - 355 Node - 31.0 635.1 478.6 42.5 - 356 Node - 33.8 626.4 478.6 40.6 - 357 Node - 31.0 626.4 478.6 41.9 - 358 Node - 33.8 617.8 478.6 40.1 - 359 Node - 31.0 617.8 478.6 41.3 - 360 Node - 33.8 609.1 478.6 39.5 - 361 Node - 31.0 609.1 478.6 40.7 - 362 Node - 33.8 600.4 478.6 39.0 - 363 Node - 31.0 600.4 478.6 40.2 - 364 Node - 33.8 591.8 478.6 38.5 - 365 Node - 31.0 591.8 478.6 39.6 - 366 Node - 33.8 582.4 478.6 37.9 - 367 Node - 31.0 582.4 478.6 39.1 - 368 Node - 33.8 572.4 478.6 37.3 - 369 Node - 31.0 572.4 478.6 38.5 - 370 Node - 33.8 561.4 478.6 36.6 - 371 Node - 31.0 561.4 478.6 37.8 - 372 Node - 33.8 549.4 478.6 35.9 - 373 Node - 31.0 549.4 478.6 37.1 - 374 Node - 33.8 537.4 478.6 35.2 - 375 Node - 31.0 537.4 478.6 36.4 - 376 Node - 33.8 525.4 478.6 34.5 - 377 Node - 31.0 525.4 478.6 35.7 - 378 Node - 33.8 513.4 478.6 32.2 - 379 Node - 31.0 513.4 478.6 33.3 - 380 Node - 33.8 501.4 478.6 31.5 - 381 Node - 31.0 501.4 478.6 32.6 - 382 Node - 33.8 491.2 478.6 30.9 - 383 Node - 31.0 491.2 478.6 32.0 - 385 Node - 31.0 482.7 478.6 31.5 - 386 Node - 33.8 474.7 478.6 29.9 - 387 Node - 31.0 474.7 478.6 31.1 - 388 Node - 33.8 467.2 478.6 29.4 - 389 Node - 31.0 467.2 478.6 30.6 - 390 Node - 33.8 458.4 478.6 28.9 - 391 Node - 31.0 458.4 478.6 30.1 - 392 Node - 33.8 448.4 478.6 28.4 - 393 Node - 31.0 448.4 478.6 29.6 - 394 Node - 33.8 438.4 478.6 27.8 - 395 Node - 31.0 438.4 478.6 29.0 - 396 Node - 33.8 428.4 478.6 27.3 - 397 Node - 31.0 428.4 478.6 28.5 - 398 Node - 33.8 418.4 478.6 26.7 - 399 Node - 31.0 418.4 478.6 27.9 - 4.00,Node - 33.8 408.4 478.6 26.2 - 401 Node - 31.0 408.4 478.6 27.4 - 402 Node - 33.8 398.4 478.6 25.7 - 403 Node - 31.0 398.4 478.6 27.0 - 404 Node - 33.8 388.4 478.6 25.3 - 405 Node - 31.0 388.4 478.6 26.6 - 406 Node - 33.8 378.4 478.6 24.4 - 407 Node - 31.0 1 378.4 1 478.6 1 26.2 - OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 7 NODES # Tpefjiue Elevation X Y Res. Pres. Dcha!ge ft ft ft psi gpm 408 Node - 33.8 368.4 478.6 23.4 - 409 Node - 31.0 368.4 478.6 25.9 - 410 Node - 33.8 357.6 478.6 23.0 - 411 Node - 31.0 357.6 478.6 25.8 - 412 Node - 33.8 346.1 478.6 23.0 - 413 Node - 31.0 346.1 478.6 25.7 - 341 Node - 31.0 708.3 478.6 47.4 - 384 Node - 33.8 482.7 478.6 30.4 - 420 Node - 31.0 714.2 478.6 47.9 - 419 Node - 10.0 714.2 478.6 58.1 - 418 Node - 2.0 714.2 478.6 63.1 - 417 Node - 2.0 714.2 477.6 63.8 - 416 Node - 1.0 714.2 477.6 64.3 - 181 Node - -4.0 714.2 477.6 66.6 - 180 Node - -4.0 729.2 477.6 72.4 - 183 Node - -4.0 22.2 440.6 74.0 - 184 Node - -4.0 -62.8 440.6 74.2 - 185 Node - -4.0 729.2 290.6 73.7 - 187 Node - -4.0 729.2 156.6 74.9 - 188 1 Node - -4.0 -62.8 129.6 74.6 - OmniCADD Hydraulic Calculation Software v. 2.3 August26, 2005 04:29 PM . Palomar Airport Building#1 Page: 8 PIPES -J Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss - ft p _gp ft psi/ft psi gprn ft/s b1138 442 Head 8.00 33.8 19.0 - Dyna Flow 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 443 Head 8.00 33.8 19.0 - 120 1.500 0.0 0.000 - 1.752 7.1 0.000 b1118 423 Node - 33.8 18.9 Dyna Flow 1-1/2 3.5 0.000 0.000 0.0 0.0 Branch Line 424 Head 8.00 33.8 18.9 - 120 1.500 0.0 0.000 - 1.752 3.5 0.000 b17 209 Head 8.00 33.8 23.5 - Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 204 Head 8.00 33.8 23.5 - 120 1.500 0.0 0.000 _______ - 1.752 9.5 0.000 b18 210 Head 8.00 33.8 22.1 Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 205 Head 8.00 33.8 22.1 - 120 1.500 0.0 0.000 _______ - 1.752 9.5 0.000 b19 211 Head 8.00 33.8 20.1 - Dyna Flow - 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 206 Head 8.00 33.8 20.1 - 120 1.500 0.0 0.000 - 1.752 9.5 0.000 b1137 333 Node - 33.8 190 Dyna Flow 1-1/2 5.6 0.000 0.000 0.0 0.0 Branch Line 442 Head 8.00 33.8 19.0 - 120 1.500 0.0 0.000 - 1.752 5.6 0.000 b1119 422 Node - 33.8 18.9 - Dyna Flow 1-1/2 3.5 0.000 0.000 0.0 0.0 Branch Line 425 Head 8.00 33.8 18.9 - 120 1.500 0.0 0.000 _______ ________ _______ - 1.752 3.5 0.000 bIll 327 Node - 33.8 23.5 - Dyna Flow 1-1/2 2.1 0.000 0.000 0.0 0.0 Branch Line 209 Head 8.00 33.8 23.5 - 120 1.500 11.9 0.000 T 1.752 1 14.0 0.000 b112 329 Node - 33.8 22.1 - Dyna Flow 1-1/2 2.1 0.000 0.000 0.0 0.0 Branch Line 210 Head 8.00 33.8 22.1 - 120 1.500 11.9 0.000 ____ 1 1.752 14.0 0.000 bl13 331 Node - 33.8 20.1 - Dyna Flow 1-1/2 2.1 0.000 0.000 0.0 0.0 Branch Line 211 Head 8.00 33.8 20.1 - 120 1.500 11.9 0.000 ___ T 1.752 14.0 0.000 b1135 440 Head 8.00 33.8 16.2 32.2 Dyna Flow 1-1/2 7.1 0.324 2.307 -126.3 16.8 Branch Line 441 Head 8.00 33.8 18.5 - 120 1.500 0.0 0.000 - 1.752 1 7.1 1.901 b1136 441 Head 8.00 33.8 18.5 - Dyna Flow 1-1/2 1.5 0.324 0.487 -126.3 16.8 Branch Line 333 Node - 33.8 19.0 - 120 1.500 0.0 0.000 - 1.752 1.5 1.901 b1120 421 Node - 33.8 18.4 - Dyna Flow 1-1/2 3.5 0.000 0.000 0.0 0.0 Branch Line 426 Head 8.00 33.8 18.4 - 120 1.500 0.0 0.000 - 1.752 3.5 0.000 b116 221 Head 8.00 33.8 24.0 - Dyna Flow 1-1/2 9.5 0.017 0.162 25.7 3.4 Branch Line 214 Head 8.00 33.8 23.8 - 120 1.500 0.0 0.000 - 1.752 1 9.5 0.079 1 b117 214 Head 8.00 33.8 23.8 - Dyna Flow 1-1/2 7.4 0.017 0.329 25.7 3.4 Branch Line 327 Node - 33.8 23.5 - 120 1.500 11.9 0.000 T 1.752 19.4 0.079 b118 222 Head 8.00 33.8 21.2 - Dyna Flow 1-1/2 9.5 0.030 0.281 -34.7 4.6 Branch Line 215 Head 8.00 33.8 21.5 - 120 '1.500 0.0 0.000 1.752 9.5 0.143 bl19 215 Head 8.00 33.8 21.5 - Dyna Flow 1-1/2 7.4 0.030 0.573 -34.7 4.6 Branch Line 329 Node - 33.8 22.1 - 120 1.500 11.9 0.000 T 1.752 19.4 0.143 WO 223 Head 8.00 33.8 15 30.5 Dyna Flow 1-1/2 9.5 0.119 1.124 -73.3 9.8 Branch Line 216 Head 8.00 33.8 15.6 31.6 120 1.500 0.0 0.000 - 1.752 9.5 0.640 b121 216 Head 8.00 33.8 15.6 31.6 Dyna Flow 1-1/2 7.4 0.230 4.445 -104.9 14.0 Branch Line 331 Node - 33.8 20.1 - 120 1.500 11,9 0.000 T 1.752 1 19.4 1.312 b1134 439 11I äö 33.8 TTi 30.9 Dyna Flow 1-1/2 ' 7.1 0.188 1.337 -94.1 12.5 Branch Line 440 Head 8.00 33.8 16.2 32.2 ' 120 1.500 0.0 ' 0.000 _______ ______ - 1.752 7.1 ' 1.054 bll2l 414 Node - 33.8 16.1 - Dyna Flow 1-1/2 3.5 0.026 0.089 32.0 4.3 Branch Line 427 Head 8.00 33.8 16.0 32.0 120 1.500 0.0 0.000 - 1.752 3.5 0.122 b1133 438 Head 8.00 33.8 14.3 30.2 Dyna Flow 1-1/2 7.1 0.090 0.640 -63.2 8.4 Branch Line 439 Head 8.00 ' 33.8 14.9 30.9 120 1.500 0.0 0.000 - 1.752 7.1 0.476 b1122 339 Node - 33.8 14.8 - Dyna Flow 1-1/2 3.5 0.024 0.082 30.7 4.1 Branch Line 428 Head 8.00 33:8 14.7 30.7 120 1.500 0.0 0.000 1.752 3.5 0.112 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes - Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeI.Loss ft psi gprn _________ ft psi/ft psi gpm ft/s b124 226 Head 8.00 33.8 24.1 - Dyna Flow 1-1/2 9.5 0.017 0.162 25.7 3.4 Branch Line 221 Head 8.00 33.6 24.0 - 120 1.500 0.0 0.000 ______ - 1.752 9.5 0.079 b125 227 Head 8.00 33.8 20.9 - Dyna Flow 1-1/2 9.5 0.030 0.281 -34.7 4.6 Branch Line 222 Head 8.00 33.8 21.2 - 120 1.500 0.0 0.000 ______ - 1.752 9.5 - 0.143 b126 228 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.044 0.416 -42.8 5.7 Branch Line 223 Head 8.00 33.8 14.5 30.5 120 1.500 0.0 0.000 - 1.752 -9.5 0.219 b1132 437 Head 8.00 33.8 - 14.1 30.0 Dyna Flow 1-1/2 7.1 0.027 0.192 -33.0 4.4 Branch Line 438 Head 8.00 33.8 14.3 30.2 120 1.500 0.0 0.000 - 1.752 7.1 - 0.130 Will Head 8.00 33.8 14.0 29.9 Dyna Flow 1-1/2 7.1 0.026 0.187 -32.5 4.3 Branch Line 338 Head 8.00 33.8 14.2 30.1 120 1.500 0.0 0.000 - 1.752 7.1 0.126 blll2 338 Head 8.00 33.8 14.2 30.1 Dyna Flow 1-1/2 7.1 0.089 0.631 -62.6 8.3 Branch Line 339 Node - 33.8 14.8 - 120 1.500 0.0 0.000 ______ - 1.752 7.1 0.468 W 231 Head 8.00 33.8 24.3 - Dyna Flow 1-1/2 9.5 0.017 0.162 25.7 3.4 Branch Line 226 Head 8.00 33.8 24.1 - 120 1.500 0.0 0.000 - 1.752 9.5 0.079 b131 232 Head 8.00 33.8 20.7 - Dyna Flow 1-1/2 9.5 0.030 0.281 -34.7 4.6 Branch Line 227 Head 8.00 33.8 20.9 - 120 1.500 0.0 0.000 - 1.752 9.5 0.143 b132 233 Head 8.00 33.8 14.0 30.0 Dyna Flow 1-1/2 9.5 0.005 0.045 -12.8 1.7 Branch Line 228 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 1 9.5 0.020 b1131 436 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 7.1 0.000 0.002 -3.0 0.4 Branch Line 437 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 • 1.752 7.1 0.001 billO 262 Head 8.00 33.8 14.0 29.9 Dyna Flow 1-1/2 7.1 0.000 0.002 -2.6 0.3 Branch Line 337 Head 8.00 33.8 14.0 29.9 120 1.500 0.0 0.000 - 1.752 7.1 0.001 b135 236 Head 8.00 33.8 24.4 - Dyna Flow 1-1/2 9.5 0.017 0.162 25.7 3.4 Branch Line 231 Head 8.00 33.8 24.3 - 120 1.500 0.0 0.000 - 1.752 9.5 0.079 b136 237 Head 8.00 33.8 20.4 36.1 Dyna Flow 1-1/2 9.5 0.030 0.281 -34.7 4.6 Branch Line 232 Head 8.00 33.8 20.7 - 120 1.500 0.0 0.000 - 1.752 9.5 0.143 b137 238 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.008 0.077 17.2 2.3 Branch Line 233 Head 8.00 33.8 14.0 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.035 b1130 435 Head 8.00 33.8 14.2 30.1 Dyna Flow 1-1/2 7.1 0.019 0.133 27.0 3.6 Branch Line 436 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 7.1 0.087 b1109 261 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 7.1 0.019 0.136 27.3 3.6 Branch Line 262 Head 8.00 33.8 14.0 29.9 120 1.500 0.0 0.000 - 1.752 7.1 0.089 b1129 434 14d 8.00 33.8 14.7 30.7 Dyna Flow 1-1/2 7.1 0.075 0.532 57.2 7.6 Branch Line 435 Head 8.00 33.8 14.2 30.1 120 1.500 0.0 0.000 - 1.752 7.1 0.390 b1108 257 Head 8.00 33.8 14.7 30.6 Dyna Flow 1-1/2 7.1 0.075 0.536 57.4 7.6 Branch Line 261 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 1.752 7.1 0.393 b140 241 Head 8.00 33.8 24.6 - Dyna Flow 1-1/2 9.5 0.017 0.162 25.7 3.4 Branch Line 236 Head 8.00 33.8 24.4 - 120 1.500 0.0 0.000 - 1.752 9.5 0.079 b141 242 Head 800 33.8 20.4 36.1 Dyna Flow 1-1/2 9.5 0.000 0.001 1.5 0.2 Branch Line 237 Head 8.00 33.8 20.4 36.1 120 1.500 0.0 0.000 - 1.752 9.5 0.000 b142 243 Head 8.00 33.8 14.6 30.6 Dyna Flow 1-1/2 9.5 0.053 0.498 47.2 6.3 Branch Line 238 Head 8.00 33.8. 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.265 b1128 433 Head iÔ 33.8 15.9 31.9 Dyna Flow 1-1/2 7.1 0.166 1.179 87.9 11.7 Branch Line 434 Head 8.00 33.8 14.7 30.7 120 1.500 0.0 0.000 _____1.752 7.1 _ i 33.8 15.931.9 0.920 b1107 Dyna Flow 1-1/2 7.1 0.166 1.183 88.0 11.7 Head 8.00 33.8 14.730.6 T 120 Branch Li 257 1.500 0.0 0.000 - 1.752 7.1 0.924 OmriiCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PFJ Palomar Airport Building#1 Page: 10 PIPES start/End Nodes - Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt,Diam. Total Length Pres.Vel.Loss ft - _pjft psi gp fus b145 246 Head 8.00 33.8 24.8 - Dyna Flow 1-1/2 9.5 0.017 0.162 25.7 3.4 Branch Line 241 Head 8.00:1 33.8 24.6 - 120 1.500 0.0 0.000 - 1.752 9.5 0.079 __ b146 247 Head 8.00 33.8 20.7 36.4 Dyna Flow 1-1/2 9.5 00 4 0.327 37.6 5.0 Branch Line 242 Head 8.00. 33.8 20.4 36.1 120 1.500 0.0 0.000 - 1.752 9.5 0.168 ___ _____ b147 248 Head 8.00 33.8 15.9 31.9 Dyna Flow 1-1/2 9.5 0.132 1.254 77.8 10.3 Branch Line 243 Head 8.00 33.8 14.6 30.6 120 1.500 0.0 0.000 - 1.752 9.5 0.721 __ b1127 432 Head 8.001 33.8 18.0 - Dyna Flow 1-1/2 7.1 0.294 2.091 119.8 15.9 Branch Line 433 Head 8.00 33.8 15.9 31.9 120 1.500 0.0 0.000 1.752 7.1 1.710 ___ _____ b1106 250 Head 8.00 33.8 18.0 - Dyna Flow 1-1/2 7.1 0.295 2.095 1 19.9 16.0 Branch Line 252 Head 8.001 33.8 15.9 31.9 120 1.500 0.0 0.000 - 1.752 7.1 1.713 b150 253 Head 8.001 33.8 24.9 - Dyna Flow 1-1/2 9.5 0.017 0.162 25.7 3.4 Branch Line 246 Head 8.001 33.8 24.8 - 120 1.500 0.0 0.000 • 1.752 9.5 0.079 b151 254 Head 8.001 33.8 21.9 - Dyna Flow 1-1/2 9.5 0.121 1.144 74.0 9.8 Branch Line 247 Head 8.001 33.8 20.7 36.4 120 1.500 0.0 0.000 - 1.752 9.5 0.653 bJ52 255 Head 8.001 33.8 18.2 - Dyna Flow 1-1/2 9.5 0.250 2.367 109.6 14.6 Branch Line 248 Head 8.001 33.8 15.9 31.9 120 1.500 0.0 0.000 - 1.752 9.5 1.433 b1126 431 Head 8.00 33.8 20.1 - Dyna Flow 1-1/2 7.1 0.294 2.091 119.8 15.9 Branch Line 432 Head 8.00 33.8 18.0 - 120 1.500 0.0 0.000 - 1.752 7.1 1.710 b1105 245 Head 8.001 33.8 20.1 - Dyna Flow 1-1/2 7.1 0.295 2.095 119.9 16.0 Branch Line 250 Head 8.001 33.8 18.0 - 120 1.500 0.0 0.000 - 1.752 7.1 1.713 _ b1125 430 Head 8.001 33.8 22.2 - Dyna Flow 1-1/2 7.1 0.294 2.091 f9-.8- 119.8 15.9 Branch Line 431 Head 8.001 33.8 20.1 - 120 1.500 0.0 0.000 - 1.752 7.1 1.710 b1104 240 Head 8.00 33.8 22.2 - Dyna Flow 1-1/2 7.1 0.295 2.095 119.9 16.0 Branch Line 245 Head 8.001 33.8 20.1 - 120 1.500 0.0 0.000 --_ _________- 1.752 7.1 1.713 b157 404 Node - 33.8 25.3 - Dyna Flow 1-1/2 8.8 0.017 0.353 25.7 3.4 Branch Line 253 Head 8.001 33.8 24.9 - 120 1.500 11.9 0.000 T 1 1.752 20.7 0.079 b158 406 Node - 33.8 24.4 - Dyna Flow 1-1/2 8.8 0.121 2.498 74.0 9.8 Branch Line 254 Head 8.001 33.8 21.9 - 120 1.500 11.9 0.000 T 1.752 20.7 0.653 b159 408 Node - 33.8 23.4 - Dyna Flow 1-1/2 8.8 0.250 5.171 109.6 14.6 Branch Line 255 Head 8.001 33.8 18.2 - 120 1.500 11.9 0.000 T 1.752 20.7 1.433 b1124 410 Node T 33.8 _____ 23.0 - Dyna Flow 1-1/2 2.9 0.294 0.844 119.8 15.9 Branch Line 430 Head 8.00 33.8 22.2 - 120 1.500 0.0 0.000 - 1.752 2.9 1.710 ___ ____ b1103 412 Node - 33.8 23.0 - Dyna Flow 1-1/2 2.9 0.295 - 0.845 119.9 16.0 Branch Line 240 Head 8.00 33.8 22.2 - 120 1.500 0.0 0.000 - 1.752 1 2.9 1.713 b1117 422 Node 33.8 18.9 - Dyna Flow 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 423 Node - 33.8 18.9 - 120 1.500 0.0 0.000 - 1.752 7.1 0.000 b1l16 335 Node -. 33.8 18.9 - -- Dyna Flow 1-1/2 5.6 0.000 0.000 0.0 0.0 Branch Line 422 Node 33.8 18.9 - 120 1.500 0.0 0.000 - 1.752 5.6 0.000 b164 340 Node - 33.8 46.0 -I Dyna Flow 1-1/2 82.8 0.036 3.818 38.4 5.1 Branch Line 263 Node -, 33.8 42.2 - 120 1.500 23.8 0.000 21 1.752 106.6 0.176 b165 342 Node - 33.8 45.9 - Dyna Flow 1-1/2 82.8 0.035 3.699 37.8 5.0 Branch Line 265 Node - 33.8 42.2 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.170 b166 344 Node 33.8 45.8 - Dyna Flow 1 -1 /2 82.8 0.034 3.622 37.3 5.0 Branch Line 267 Node . - 33.8 42.1 - . 120 1.500 23.8 0.000 2T 1.752 106.6 0.166 b167 346 Node - 33.8 44.8 __ - Dyrta Flow 1-1/2 82.8 0.027 2.838 32.7 4.4 Branch Line 269 Node - 33.8 42.0 - 120 1.500 23.8 0.000 21 1.752 106.6 0.128 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 11 PIPES - Start/End Nodes j Material Size Length Pres.Fr.Loss - # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type #Type Value - Elevation Res.Pres. Discharge -Fittings lnt.Diam. Totalh Pres.VeL Loss - ft psi gpm _______ ______ ft _psWft psi gpm ft/s b168 348 Node - 33.8 43.8 - - Dyna Flow 1-1/2 82.8 0.020 2.076 27.6 3.7 Branch Line 271 Node - 33.8 41.7 - 120 1.500 23.8 0.000 21 1.752 106.6 0.091 b169 350 Node - 33.8 42.9 - Dyna Flow 1-1/2 82.8 0.014 1.464 22.9 3.0 Branch Line 273 Node - 33.8 41.4 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.062 WO 352 Node - 33.8 42.0 - - Dyna Flow 1-1/2 82.8 0.009 0.980 18.4 2.5 Branch Line 275 Node - 33.8 41.0 - 120 1.500 23.8 0.000 _______ 2T 1.752 106.6 0.040 b171 354 Node - 33.8 41.2 - - Dyna Flow 1-1/2 82.8 0.006 0.656 14.8 2.0 Branch Line 277 Node - 33.8 40.6 - 120 1.500 23.8 0.000 21 1.752 106.6 0.026 b172 356 Node - 33.8 40.6 - Dyna Flow 1-1/2 82.8 0.004 0.449 12.1 1.6 Branch Line 279 Node - 33.8 40.2 - 120 1.500 23.8 0.000 21 1.752 106.6 0.017 b173 358 Node - 33.8 40.1 - Dyna Flow 1-1/2 - 82.8 0.003 0.296 9.6 1.3 Branch Line 281 Node - 33.8 39.8 - 120 1.500 23.8 0.000 - 2T 1.752 106.6 0.011 b174 360 Node - 33.8 39.5 - Dyna Flow 1-1/2 82.8 0.002 0.187 7.5 1.0 Branch Line 283 Node - 33.8 39.3 - 120 1.500 23.8 0.000 ______ _______ 21 1.752 106.6 0.007 b175 362 Node - 33.8 39.0 - Dyna Flow 1-1/2 82.8 0.001 0.112 5.7 0.8 Branch Line 285 Node - 33.8 38.9 - 120 1.500 23.8 0.000 _______ 21 1.752 106.6 0.004 b176 364 Node - 33.8 38.5 Dyna Flow 1-1/2 82.8 0.001 0.064 4.2 0.6 Branch Line 287 Node - 33.8 38.4 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.002 b177 366 Node - 33.8 37.9 - Dyna Flow 1-1/2 82.8 0.000 0.034 3.0 0.4 Branch Line 289 Node - 33.8 37.9 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.001 b178 368 Node - 33.8 37.3 - Dyna Flow 1-1/2 82.8 0.000 0.017 2.1 0.3 Branch Line 291 Node - 33.8 37.3 - 120 1.500 23.8 0.000 21 1.752 106.6 0.001 b179 370 Node - 33.8 36.6 - Dyna Flow 1-1/2 82.8 0.000 0.012 1.7 0.2 Branch Line 293 Node - 33.8 36.6 - 120 1.500 23.8 0.000 2T 1.752 106.6 1 0.000 b180 372 Node - 33.8 35.9 - Dyna Flow 1-1/2 82.8 0.000 0.017 2.0 0.3 Branch Line 295 Node - 33.8 35.9 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.000 b181 374 Node - 33.8 35.2 - Dyna Flow 1-1/2 82.8 0.000 0.035 3.1 0.4 Branch Line 297 Node - 33.8 35.2 - 120 1.500 23.8 0.000 21 1.752 106.6 0.001 b182 376 Node - 33.8 34.5 - - Dyna Flow 1-1/2 82.8 0.001 0.074 4.6 0.6 Branch Line 299 Node - 33.8 34.4 - 120 1.500 23.8 0.000 21 1.752 106.6 0.002 b183 378 Node - 33.8 32.2 - Dyna Flow 1-1/2 82.8 0.001 0.067 4.3 0.6 Branch Line 301 Node - 33.8 32.2 - 120 1.500 23.8 0.000 21 1.752 106.6 0.002 b184 380 Node - 33.8 31.5 - Dyna Flow 1-1/2 82.8 0.000 0.027 -2.7 0.4 Branch Line 303 Node - 33.8 31.5 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.001 b185 382 Node - 33.8 30.9 - Dyna Flow 1-1/2 82.8 0.000 0.008 -1.4 0.2 Branch Line 305 Node - 33.8 30.9 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.000 b186 384 Node - 33.8 30.4 - Dyna Flow 1-1/2 82.8 0.000 0.002 0.6 0.1 Branch Line 307 Node - 33.8 30.4 - 120 1.500 23.8 0.000 21 1.752 106.6 0.000 b187 386 Node - 33.8 29.9 - Dyna Flow 1-1/2 82.8 0.000 0.014 1.8 0.2 Branch Line 309 Node - 33.8 29.9 - 120 1.500 23.8 0.000 21 1.752 106.6 0.000 b188 388 Node 33.8 29.4 . - Dyna Flow fl 1-1/2 82.8 0.000 0.032 2.9 0.4 Branch Line 311 Node - 33.8 29.4 - 120 1.500 23.8 0.000 21 1.752 106.6 0.001 b189 390 Node 33.8 28.9 - Dyna Flow 1-1/2 82.8 0.001 0.068 4.4 0.6 Branch Line 313 Node - 33.8 28.9 - 120 1.500 23.8 0.000 21 1.752 106.6 0.002 b190 392 Node 33.8 28.4 - Dyna Flow 1-1/2 - 82.8 0.001 0.133 6.3 0.8 Branch Line 315 Node - 338 28.2 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.005 1 OmniCADD Hydraulic Calculation Software v. 2.3 Augut 26, 2005 04:29 PM Palomar Airport Building#1 Page: 12 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss - Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # ---- Type Value Elevation Res.Pres. Discharge ft psi gpm_ ft psi/ft psi _gp ft/s b191 394 Node - 33.8 27.8 - Dyna Flow 1-1/2 82.8 0.002 0.233 8.5 1.1 Branch Line 317 Node - 33.8 27.6 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.009 b192 396 Node - 33.8 27.3 -- - Dyna Flow 1-1/2 82.8 0.004 0.382 11.1 1.5 Branch Line 319 Node - 33.8 26.9 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.015 b193 398 Node - 33.8 26.7 - Dyna Flow 1-1/2 82.8 0.006 0.593 14.0 1.9 Branch Line 321 Node - 33.8 26.1 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.024 b194 400 Node - 33.8 26.2 - Dyna Flow 1-1/2 82.8 0.008 0.887 17.5 2.3 Branch Line 323 Node - 33.8 25.3 - 120 1.500 23.8 0.000 2T 1.752 106.6 0.036 b195 402 Node • 33.8 25.7 - Dyna Flow 1-1/2 82.8 0.012 1.284 21.3 2.8 Branch Line 325 Node - 33.8 24.4 - 120 1.500 23.8 0.000 2T 1.752 1 106.6 0.054 blll5 421 Node - 33.8 18.4 - Dyna Flow 1-1/2 1.5 0.320 0.480 -125.4 16.7 Branch Line 335 Node - 33.8 18.9 - 120 1.500 0.0 0.000 - 1.752 1.5 1.874 b1114 414 Node - 33.8 16.1 - Dyna Flow 1-1/2 7.1 0.320 2.277 -125.4 16.7 Branch Line 421 Node - 33.8 18.4 - 120 1.500 0.0 0.000 - 1.752 7.1 1.874 b1113 339 Node - 33.8 14.8 - Dyna Flow 1-1/2 7.1 0.186 1.319 -93.4 12.4 Branch Line 414 Node - 33.8 16.1 - 120 1.500 0.0 0.000 - 1.752 7.1 1.039 b199 258 Head 8.00 33.8 25.3 - Dyna Thread 1-1/2 0.7 0.000 0.000 0.0 0.0 Branch Line 404 Node - 33.8 25.3 - 120 1.500 8.6 0.000 T 1.639 9.3 0.000 WOO 259 Head 8.00 33.8 24.4 - Dyna Thread 1-1/2 0.7 0.000 0.000 0.0 0.0 Branch Line 406 Node - 33.8 24.4 - 120 1.500 8.6 0.000 T 1.639 9.3 0.000 bi101 260 Head 8.00 33.8 23.4 - Dyna Thread 1-1/2 0.7 0.000 0.000 0.0 0.0 Branch Line 408 Node - 33.8 23.4 - 120 1.500 8.6 0.000 T 1.639 9.3 0.000 ml 264 Node - 31.0 43.2 - Dyna Flow 2 2.8 0.011 0.188 -38.4 3.2 Riser Nipple 263 Node - 33.8 42.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.067 rn2 266 Node - 31.0 43.2 - Dyna Flow 2 2.8 0.011 0.182 -37.8 3.1 Riser Nipple 265 Node - 33.8 42.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.065 m3 268 Node - 31.0 43.1 - Dyna Flow 2 2.8 0.011 0.178 -37.3 3.1 Riser Nipple 267 Node - 33.8 42.1 - 120 2.000 14.1 1.191 T 2.227 16.8 0.064 m4 270 Node - 31.0 43.0 - Dyna Flow 2 2.8 0.008 0.139 -32.7 2.7 Riser Nipple 269 Node - 33.8 42.0 - 120 2.000 14.1 1.191 T 1 2.227 16.8 0.049 m5 272 Node - 31.0 42.8 - Dyna Flow 2 2.8 0.006 0.102 -27.7 2.3 Riser Nipple 271 Node - 33.8 41.7 - 120 2.000 14.1 1.191 T 2.227 16.8 0.035 mn6 274 Node - 31.0 42.5 - Dyna Flow 2 2.8 0.004 0.072 -22.9 1.9 Riser Nipple 273 Node - 33.8 41.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.024 m7 276 Node - 31.0 42.1 - Dyna Flow 2 2.8 0.003 0.048 -18.4 1.5 Riser Nipple 275 Node - 33.8 41.0 - 120 2.000 14.1 1.191 T 2.227 16.8 0.015 rn8 278 Node - 31.0 41.7 - Dyna Flow 2 - 2.8 0.002 0.032 -14.8 1.2 Riser Nipple 277 Node - 33.8 40.6 - 120 2.000 14.1 1.191 T 2.227 16.8 0.010 rn9 280 Node - 31.0 41.4 - Dyna Flaw 2 2.8 0.001 0.022 -12.1 1.0 Riser Nipple 279 Node - 33.8 40.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.007 m1O 282 Node - 31.0 41.0 - Dyna Flow 2 2.8 0.001 0.015 -9.6 0.8 Riser Nipple 281 Node - 33.8 39.8 - 120 2.000 14.1 1.191 T 2.227 16.8 0.004 ml 1 284 Node 31.0 40.5 - Dyna Flow 2 2.8 0.001 0.009 -7.5 0.6 Riser Nipple 283 Node - 33.8 39.3 - 120 2.000 14.1 1.191 1 2.227 16.8 0.003 286 Node - 31.0 40.1 - Dyna Flow 2 2.8 0.000 0.006 -5.7 0.5 Riser Nipple 285 Node - 33.8 38.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.001 OmmiiCADD. Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 13 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type J Value Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeI.Loss ft psi gpm ft psi/ft psi gpmL ft/s rnl3 288 Node 31.0 39.6 - Dyna Flow 2 2.8 0.000 0.003 4:2 0.3 Riser Nipple 287 Node - 33.8 38.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.001 rn14 290 Node 31.0 39.0 - Dyna Flow 2.8 0.000 0.002 -3.0 0.2 Riser Nipple 289 Node - 33.8 37.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 ml 292 Node - 31.0 38.5 - Dyna Flow 2 2.8 0.000 0.001 -2.1 0.2 Riser Nipple 291 Node - 33.8 37.3 - 120 2.000 14.1 1.191 1 2.227 16.8 0.000 m16 294 Node - 31.0 37.8 - Dyna Flow 2 2.8 0.000 0.001 -1.7 0.1 Riser Nipple 293 Node - 33.8 36.6 - 120 2.000 14.1 1.191 1 2.227 16.8 0.000 rn17 296 Node - 31.0 37.1 - Dyna Flow 2 2.8 0.000 0.001 -2.0 0.2 Riser Nipple 295 Node - 33.8 35.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 m18 298 Node - 31.0 36.4 - Dyna Flow 2 2.8 0.000 0.002 -3.1 0.3 Riser Nipple 297 Node - 33.8 35.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 m19 300 Node - 31.0 35.6 - Dyna Flow 2 2.8 0.000 0.004 -4.6 0.4 Riser Nipple 299 Node - 33.8 34.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.001 m20 302 Node - 31.0 33.4 - Dyna Flow 2 2.8 0.000 0.003 4.3 0.4 Riser Nipple 301 Node - 33.8 32.2 - 120 2.000 14.1 1.191 1 2.227 16.8 0.001 rn2l 304 Node - 31.0 32.7 - Dyna Flow 2 2.8 0.000 0.001 2.7 0.2 Riser Nipple 303 Node - 33.8 31.5 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 m22 306 Node - 31.0 32.1 - - Dyna Flow 2 2.8 0.000 0.000 1.4 0.1 Riser Nipple 305 Node - 33.8 30.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 rn23 308 Node - 31.0 31.5 - Dyna Flow 2 2.8 0.000 0.000 -0.6 0.1 Riser Nipple 307 Node - 33.8 30.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 rn24 310 Node - 31.0 31.1 - Dyna Flow 2 2.8 0.000 0.001 -1.8 0.2 Riser Nipple 309 Node - 33.8 29.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 rn25 312 Node - 31.0 30.6 - Dyna Flow 2 2.8 0.000 0.002 -2.9 0.2 Riser Nipple 311 Node - 33.8 29.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 rn26 314 Node - 31.0 30.1 - Dyna Flow 2 2.8 0.000 0.003 -4.4 0.4 Riser Nipple 313 Node - 33.8 28.9 - 120 2.000 14.1 1.191 1 2.227 16.8 0.001 rn27 316 Node - 31.0 29.4 - Dyna Flow 2 2.8 0.000 0.007 -6.3 0.5 Riser Nipple 315 Node - 33.8 28.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.002 m28 318 Node 31.0 28.7 - Dyna Flow 2 2.8 0.001 0.011 -8.5 0.7 Riser Nipple 317 Node - 33.8 27.6 - 120 2.000 14.1 1.191 1 2.227 16.8 0.003 320 Node - 31.0 28.0 . - Dyna Flow - 2 2.8 0.001 0.019 -11.1 0.9 Riser Nipple 319 Node - 33.8 26.9 - 120 2.000 14.1 1.191 1 2.227 16.8 0.006 rn30 322 Node - 31.0 27.3 - Dyna Flow 2 2.8 0.002 0.029 -14.0 1.2 Riser Nipple 321 Node - 33.8 26.1 - 120 2.000 14.1 1.191 T 2.227 16.8 0.009 m31 324 Node 31.0 26.5 - Dyna Flow 2 -- 2.8 0.003 0.044 -17.5 1.4 Riser Nipple 323 Node - 33.8 25.3 - 120 2.000 14.1 1.191 T 2.227 16.8 0.014 rn32 326 Node - 31.0 25.6 - Dyna Flow 2 2.8 0.004 0.063 -21.3 1.8 Riser Nipple 325 Node - 33.8 24.4. - 120 2.000 14.1 1.191 T 2.227 16.8 0.021 328 Node 31.0 24.6 - Dyna Flow 2 2.8 0.005 0.089 -25.7 2.1 Riser Nipple 327 Node - 33.8 23.5 - 120 2.000 14.1 1.191, 1 2.227 16.8 0.030 rn34 330 Node - 31.0 23.4 - Dyna Flow 2 2.8 0.009 0.155 34.7 2.9 Riser Nipple 329 Node - 33.8 22.1 - 120 2.000 14.1 1.191 1 2.227 16.8 0.055 m35 332 Node 31.0 . 22.5 - Dyna Flow 2 2.8 0.072 1.203 104.9 8.6 Riser Nipple 331 Node - 33.8 20.1 - 120 2.000 14.1 1.191 1 2.227 1 16.8 0.502 OmniCADD Hydraulic Calculation Software v. 2.3 August26, 2005 04:29 PM Palomar Airport Building#1 Page: 14 PIPES Start/End Nodes - Material -Size Length - Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type #jype Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi gp . ________ ft psi/ft psi gpm ft/s m36 334 Node • 31.0 T - Dyna Flow-- 2 2.8 0.101 1.695 126.3 10.4 Riser Nipple 333 Node - 33.8 19.0 - 120 2.000 14.1 1.191 T 2.227 16.8 0.728 rn37 336 Node - 31.0 21.8 - Dyna Flow 2 2.8 0.100 1.673 125.4 10.3 Riser Nipple 335 Node - 33.8 18.9 120 2.000 14.1 1.191 T 2.227 16.8 0.718 rn38 341 Node - 31.0 47.4 - Dyna Flow 2 2.8 0.011 0.188 38.4 3.2 Riser Nipple 340 Node - 33.8 46.0 - 120 2.000 14.1 1.191 ______ T 2.227 16.8 0.067 m39 343 Node - 31.0 - 47.3 - Dyna Flow 2 2.8 0.011 0.182 37.8 3.1 Riser Nipple 342 Node - 33.8 45.9 - 120 2.000 14.1 1.191 _______ T 2.227 16.8 0.065 m40345 Node - 31.0 47.1 - Dyna Flow 2 2.8 0.011 0.178 37.3 3.1 Riser Nipple 344 Node - 33.8 45.8 - 120 2.000 14.1 1.191 T 2.227 16.8 0.064 rn4l 347 Node - 31.0 46.2 - Dyna Flow 2 2.8 0.008 0.139 32.7 2.7 Riser Nipple 346 Node - 33.8 44.8 - 120 2.000 14.1 1.191 T 2.227 16.8 0.049 m42 349 Node - 31.0 45.1 - Dyna Flow 2 2.8 0.006 0.102 27.7 2.3 Riser Nipple 348 Node - 33.8 43.8 - 120 2.000 14.1 1.191 _______ T 2.227 16.8 0.035 m43 351 Node - 31.0 44.1 - Dyna Flow 2 2.8 0.004 0.072 22.9 1.9 Riser Nipple 350 Node - 33.8 42.9 - 120 2.000 14.1 1.191 ________ T 2.227 16.8 0.024 rn44 353 Node - 31.0 43.2 - - Dyna Flow 2 2.8 0.003 0.048 18.4 1.5 Riser Nipple 352 Node - 33.8 42.0 - 120 2.000 14.1 1.191 _______ T 2.227 16.8 0.015 rn45 355 Node - 31.0 42.5 - Dyna Flow 2 2.8 0.002 0.032 14.8 1.2 Riser Nipple 354 Node - 33.8 41.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.010 m46 357 Node - 31.0 41.9 - Dyna Flow 2 2.8 0.001 0.022 12.1 1.0 Riser Nipple 356 Node - 33.8 40.6 - 120 2.000 14.1 1.191 T 2.227 16.8 0.007 rn47 359 Node - 31.0 41.3 - Dyna Flow 2 2.8 0.001 0.015 9.6 0.8 Riser Nipple 358 Node - 33.8 40.1 - 120 2.000 14.1 1.191 T 2.227 16.8 0.004 rn48 361 Node - 31.0 40.7 - Dyna Flow 2 2.8 001 0.009 7.5 0.6 Riser Nipple 360 Node - 33.8 39.5 - 120 2.000 14.1 1.191 T 2.227 16.8 0.003 rn49 363 Node - 31.0 40.2 - Dyna Flow 2 2.8 0.000 0.006 5.7 0.5 Riser Nipple 362 Node - 33.8 39.0 - 120 2.000 14.1 1.191 T 2.227 16.8 0.001 rn50 365 Node - 31.0 39.6 - Dyna Flow 2 2.8 0.000 0.003 4.2 0.3 Riser Nipple 364 Node - 33.8 38.5 - 120 2.000 14.1 1.191 T 2.227 1 16.8 0.001 rn5l 367 Node - 31.0 39.1 - Dyna Flow 2 2.8 0.000 0.002 3.0 0.2 Riser Nipple 366 Node - 33.8 37.9 - 120 2.000 14.1 1.191 ______ T 2.227 16.8 0.000 rn52 369 Node - 31.0 38.5 - Dyna Flow 2 2.8 0.000 0.001 2.1 0.2 Riser Nipple 368 Node - 33.8 37.3 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 rn53 371 Node - 31.0 37.8 - Dyna Flow 2 2.8 0.000 0.001 1.7 0.1 Riser Nipple 370 Node - 33.8 36.6 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 rn54 373 Node - 31.0 37.1 - Dyna Flow 2 2.8 0.000 0.001 2.0 0.2 Riser Nipple 372 Node - 33.8 35.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 m55 375 - 31. 36.4 - Dyna Flow 2 2.8 0.000 0.002 3.1 0.3 Riser Nipple 374 Node - 33.8 35.2 - 120 2.000 14.1 1.191 1 2.227 16.8 0.000 rn56 377 Node 31.0 35.7 - Dyna Flow 2 2.8 0.000 0.004 4.6 0.4 Riser Nipple 376 Node - 33.8 34.5 - 120 2.000 14.1 1.191 T 2.227 16.8 0.001 rn57 379 Node - 31.0 33.3 - Dyna Flow 2 2.8 0.000 0.003 -4.3 0.4 Riser Nipple 378 Node - 33.8 32.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.001 rn58 381 Node 31.0 32.6 Dyna Flow 2 2.8 0.000 0.001 -2.7 0.2 Riser Nipple 380 Node - 33.8 31.5 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 15 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittinqs Nom.Diam. Int.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.VeL Loss Flow Velocity Type # - -- -- Type Value Elevation Res.Pres. Discharge ft psi gp__ -______ ________ ft psi/ft psi --g-pm- ft/s m59 383 Node - 31.0 32.0 - Dyna Flow 2 2.8 0.000 0.000 -1.4 0.1 Riser Nipple 382 Node - 33.8 30.9 - 120 2.000 14.1 1.191 _ T 2.227 16.8 0.000 rn60 385 Node - T 31.5 - -Dyna Flow 2 2.8 0.000 0.000 0.6 0.1 Riser Nipple 384 Node - 33.8 30.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 rn61 387 Node - 31.0 31.1 - Dyna Flow 2 2.8 0.000 0.001 1.8 0.2 Riser Nipple 386 Node - 33.8 29.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 m62 389 Node - 31.0 30.6 - Dyna Flow 2 2.8 0.000 0.002 2.9 0.2 Riser Nipple 388 Node - 33.8 29.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.000 m63 391 Node - 31.0 30.1 - Dyna Flow 2 2.8 0.000 0.003 4.4 0.4 Riser Nipple 390 Node - 33.8 28.9 - 120 2.000 14.1 1.191 T 2.227 16.8 0.001 m64 393 Node - 31.0 29.6 - Dyna Flow 2 2.8 0.000 0.007 6.3 0.5 Riser Nipple 392 Node - 33.8 28.4 - 120 2.000 14.1 1.191 T 2.227 16.8 _ 0.002 m65 395 Node - 31.0 29.0 - Dyna fi 2 i 0.001 0.011 8.5 0.7 Riser Nipple 394 Node - 33.8 27.8 - 120 2.000 14.1 1.191 T 2.227 16.8 0.003 rn66 397 Node - 31.0 28.5 - Dyna Flow 2 2.8 0.001 0.019 11.1 0.9 Riser Nipple 396 Node - 33.8 27.3 - 120 2.000 14.1 1.191 T 2.227 16.8 0.006 m67 399 Node - 31.0 27.9 - Dyna Flow 2 2.8 0.002 0.029 14.0 1.2 Riser Nipple 398 Node - 33.8 26.7 - 120 2.000 14.1 1.191 T 2.227 16.8 0.009 m68 401 Node - 31.0 27.4 - Dyna Flow 2 2.8 0.003 0.044 17.5 1.4 Riser Nipple 400 Node - 33.8 26.2 - 120 2.000 14.1 1.191 T 2.227 16.8 0.014 m69 403 Node - 31.0 27.0 - Dyna Flow 2 2.8 0.004 0.063 21.3 1.8 Riser Nipple 402 Node - 33.8 25.7 - 120 2.000 14.1 1.191 T 2.227 16.8 0.021 m70 405 Node - 31.0 26.6 - Dyna Flow 2 2.8 0.005 0.089 25.7 2.1 Riser Nipple 404 Node - 33.8 25.3 - 120 2.000 14.1 1.191 _______ _______ __ T 2.227 16.8 0.030 rn7l 407 Node - 31.0 26.2 - Dyna Flow 2 2.8 0.038 0.630 74.0 6.1 Riser Nipple 406 Node - 33.8 24.4 - 120 2.000 14.1 1.191 __ T 2.227 16.8 0.250 m72 409 Node - 31.0 25.9 - Dyna Flow 2 2.8 0.078 1.305 109.6 9.0 Riser Nipple 408 Node - 33.8 23.4 - 120 2.000 14.1 1.191 T 2.227 16.8 0.549 m73 411 Node - 31.0 25.8 - Dyna Flow 2 2.8 0.092 1.537 119.8 9.9 Riser Nipple 410 Node - 33.8 23.0 - 120 2.000 14.1 1.191 T 2.227 16.8 0.655 m74 413 Node - 31.0 25.7 - Dyna Flow 2 2.8 0.092 1.539 119.9 9.9 Riser Nipple 412 Node - 33.8 23.0 - 120 2.000 14.1 1.191 __ T 2.227 16.8 0.656 cml 266 Node - 31.0 43.2 - Dyna Flow 3 8.3 0.002 0.013 -38.4 1.4 Cross Main 264 Node - 31.0 43.2 - 120 3.000 0.0 0.000 - 3.340 8.3 0.013 cm2 268 Node 31.0 43.1 - Dyna Flow 3 8.3 0.006 0.046 -76.2 2.8 Cross Main 266 Node - 31.0 43.2 - 120 3.000 0.0 0.000 - 3.340 8.3 0.052 cm3 270 Node - 31.0 43.0 - Dyna Flow 3 10.2 0.012 0.117 -113.5 4.2 Cross Main 268 Node - 31.0 43.1 - 120 3.000 0.0 0.000 - 3.340 10.2 0.116 cm4 272 Node - 31.0 42.8 - Dyna Flow 3 12.0 0.018 0.220 -146.3 5.4 Cross Main 270 Node - 31.0 43.0 - 120 3.000 0.0 0.000 - 3.340 12.0 0.193 cm5 274 Node 31.0 42.5 - Dyna Flow 3 12.0 0.025 0.303 -173.9 6.4 Cross Main 272 Node - 31.0 42.8 - 120 3.000 0.0 0.000 _______ - 3.340 12.0 0.273 cm6 276 31.0 42.1 - Dyna Flow 3 12.0 0.032 0.381 -196.8 7.2 Cross Main 274 Node - 31.0 42.5 - 120 3.000 0.0 0.000 _______ - 3.340 12.0 0.349 cm7 278 Node - 31.0 41.7 - Dyna Flow-F 3 10.3 0.038 0.387 -215.2 7.9 Cross Main 276 Node - 31.0 42.1 - 120 3.000 0.0 0.000 3.340 10.3 0.418 OmniCADD Hydraulic Calculation Software v. 2.3 August26, 2005 04:29 PM Palomar Airport Building#1 Page: 16 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeLLoss -- - ft psi gp!3L ________ ft psi/ft psi g ft/s cm 280 Node - 31.0 41.4 - Dyna Flow 3 8.7 0.043 0.367 -230.0 8.4 Cross Main 278 Node - 31.0 41.7 - 120 3.000 0.0 0.000 _______ ________ - 3.340 8.7 0.477 cm9 282 Node - 31.0 41.0 -- Dyna Flow 3 8.7 0.047 0.404 -242.1 8.9 Cross Main 280 Node - 31.0 41.4 - 120 3.000 0.0 0.000 - 3.340 8.7 0.529 cmlo 284 Node - 31.0 40.5 - Dyna Flow 3 8.7 0.050 0.434 -251.7 9.2 Cross Main 282 Node - 31.0 41.0 - 120 3.000 0.0 0.000 - 3.340 8.7 0.572 cmli 286 Node - 31.0 40.1 - - Dyna Flow 3 8.7 - 0.053 0.458 -259.3 9.5 Cross Main 284 Node - 31.0 40.5 - 120 3.000 0.0 0.000 - 3.340 8.7 0.607 cm12 288 Node - 31.0 39.6 - - Dyna Flow 3 8.7 0.055 0.477 -265.0 9.7 Cross Main 286 Node - 31.0 40.1 - 120 3.000 0.0 0.000 - 3.340 8.7 0.634 cm13 290 Node - 31.0 39.0 - Dyna Flow 3 9.3 0.057 0.529 -269.2 9.9 Cross Main 288 Node - 31.0 39.6 - 120 3.000 0.0 0.000 - 3.340 9.3 0.654 1 cm14 292 Node - 31.0 38.5 - Dyna Flow 3 10.0 0.058 0.579 -272.2 10.0 Cross Main 290 Node - 31.0 39.0 - 120 3.000 0.0 0.000 _____ - 3.340 10.0 0.668 cm15 294 Node - 31.0 37.8 - Dyna Flow 3 11.0 0.059 0.646 -274.2 10.0 Cross Main 292 Node - 31.0 38.5 - 120 3.000 0.0 0.000 - 3.340 11.0 0.679 cm16 296 Node - 31.0 37.1 - Dyna Flow 3 12.0 0.060 0.712 -275.9 10.1 Cross Main 294 Node - 31.0 37.8 - 120 3.000 0.0 0.000 ____ ______ - 3.340 12.0 0.687 cm17 298 Node - 31.0 --3 36.4 - Dyna Flow 3 in 0.060 0.722 -278.0 10.2 Cross Main 296 Node - 31.0 37.1 - 120 3.000 0.0 0.000 - 3.340 12.0 0.697 cm18 300 Node - 31.0 35.6 - Dyna Flow 3 12.0 0.062 0.737 -281.0 10.3 Cross Main 298 Node - 31.0 36.4 - 120 3.000 0.0 0.000 - 3.340 12.0 0.713 cm19 302 Node - 31.0 - 33.4 - - Dyna Flow 3 12.0 0.064 2.206 -285.6 10.5 Cross Main 300 Node - 31.0 35.6 - 120 3.000 22.9 0.000 2E2 3.340 1 34.9 0.736 cm20 304 Node - 31.0 32.7 - Dyna Flow 3 12.0 0.062 0.738 -281.3 10.3 Cross Main 302 Node - 31.0 33.4 - 120 3.000 0.0 0.000 - 3.340 12.0 1 0.714 cm21 306 Node - 31.0 32.1 - Dyna Flow 3 10.2 0.061 0.619 -278.6 10.2 Cross Main 304 Node - 31.0 32.7 - 120 3.000 0.0 0.000 ________ - 3.340 10.2 0.700 cm22 308 Node - 31.0 31.5 - Dyna Flow 3 8.5 0.060 0.509 -277.2 10.2 Cross Main 306 Node - 31.0 32.1 - 120 3.000 0.0 0.000 - 3.340 8.5 0.694 cm23 310 Node - 31.0 31.1 - Dyna Flow 3 8.0 0.060 0.481 -277.9 10.2 Cross Main 308 Node - 31.0 31.5 - 120 3.000 0.0 0.000 _____ - 3.340 8.0 0.697 cm24 312 Node - 31.0 30.6 - Dyna Flow 3 7.5 0.061 0.456 -279.7 10.2 Cross Main 310 Node - 31.0 31.1 - 120 3.000 0.0 0.000 - 3.340 7.5 0.706 cm25 314 Node 31.0 30.1 - Dyna Flow 3 8.8 0.062 0.543 -282.6 10.3 Cross Main 312 Node - 31.0 30.6 - 120 3.000 0.0 0.000 ______ - 3.340 8.8 0121 cm26 316 Node - 31.0 29.4 - Dyna Flow 3 10.0 0.064 0.638 -287.0 10.5 Cross Main 314 Node - 31.0 30.1 - 120 3.000 0.0 0.000 - 3.340 10.0 0.743 1 cm27 318 Node - 31.0 28.7 - Dyna Flow 3 10.0 0.067 0.664 -293.2 10.7 Cross Main 316 Node - 31.0 29.4 - 120 3.000 0.0 0.000 3.340 10.0 0.776 cm28 320 Node - 31.0 28.0 - Dyna Flow 3 10.0 0.070 0.700 -301.7 11.0 Cross Main .318 Node - 31.0 28.7 - ' 120 3.000 0.0 0.000 _______ • ________ - 3.340 10.0 0.821 cm29 322 Node - 31.0 27.3 - Dyna Flow 3 10.0 0.075 0.748 -312.8 11.5 Cross Main 320 Node - 31.0 28.0 - 120 3.000 0.0 0.000 • - 3.340 10.0 0.883 cm30 324 Node - 31.0 2 -- Dyna Flow 3 10.0 0.082 0.812 -326.8 12.0 Cross Main 322 Node - 31.0 27.3 - 120 3.000 0.0 0.000 3.340 1 10.0 0.964 OmniCADD Hydraulic Calculation Software v. 2.3 1. August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 17 PIPES Start/End Nodes Material Size - Length Pres.Fr. Loss - # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type ---- # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss - ft _pi gp_ ft psi/ft psi _gpj s -m 3-1 326 -_o Node - 31.0 25.6 -Dyna Flow 3 10.0 0.090 0.894 -344.2 12.6 Cross Main 324 Node - 31.0 26.5 - 120 3.000 0.0 0.000 - 3.340 10.0 1.069 cm32 328 Node - 31.0 24.6 - Dyna Flow 3 10.0 0.100 0.999 -365.6 13.4 Cross Main 326 Node - 31.0 25.6 - 120 3.000 0.0 0.000 - 3.340 10.0 1.206 cm33 330 Node - - 31.0 23.4 - Dyna Flow 3 10.0 0.114 1.133 -391.3 14.3 Cross Main 328 Node - 31.0 24.6 - 120 3.000 0.0 0.000 - 3.340 10.0 1.381 cm34 332 Node - 31.0 22.5 - Dyna Flow 3 10.0 0.096 0.954 -356.6 13.1 Cross Main 330 Node - 31.0 23.4 - 120 3.000 0.0 0.000 - 3.340 10.0 1.147 cm35 334 Node - 31.0 21.9 - Dyna Flow 3 10.8 0.050 0.540 -251.7 9.2 Cross Main 332 Node - 31.0 22.5 - 120 3.000 0.0 0.000 - 3.340 10.8 0.572 cm36 336 Node . 31.0 21.8 - Dyna Flow 3 11.6 0.014 0.160 -125.4 4.6 Cross Main 334 Node 31.0 21.9 - 120 3.000 0.0 0.000 - 3.340 11.6 0.142 fm8 347 Node 31.0 46.2 - Dyna Flow 4 10.2 0.096 0.974 -701.0 15.4 Feed Main 345 Node 31.0 47.1 - 120 4.000 0.0 0.000 4.314 10.2 1.593 fm9 349 Node - 31.0 45.1 - Dyna Flow 4 12.0 0.088 1.052 -668.3 14.7 Feed Main 347 Node - 31.0 46.2 - 120 4.000 0.0 0.000 - 4.314 12.0 1.448 fmlo 351 Node - 31.0 44.1 - Dyna Flow 4 12.0 0.082 0.973 -640.6 14.1 Feed Main 349 Node - 31.0 45.1 - 120 4.000 0.0 0.000 - 4.314 12.0 1.331 fml 1 353 Node - 31.0 43.2 - Dyna Flow 4 12.0 0.076 0.910 -617.8 13.6 Feed Main 351 Node - 31.0 44.1 - 120 4.000 0.0 0.000 _______ - 4.314 12.0 1.237 fm12 355 Node - 31.0 42.5 - Dyna Flow 4 10.3 0.072 0.741 -599.4 13.2 Feed Main 353 Node - 31.0 43.2 - 120 4.000 0.0 0.000 __ - 4.314 10.3 1.165 fm13 357 Node - 31.0 41.9 - Dyna Flow 4 8.7 0.069 0.593 -584.5 12.8 Feed Main 355 Node - 31.0 42.5 - 120 4.000 0.0 0.000 - 4.314 8.7 1.108 fml4 359 Node - 31.0 41.3 - Dyna Flow 4 8.7 0.066 0.571 -572.5 12.6 Feed Main 357 Node - 31.0 41.9 - 120 4.000 0.0 0.000 - 4.314 8.7 1.063 fm15 361 Node - 31.0 40.7 - Dyna Flow 4 8.7 0.064 0.553 -562.8 12.4 Feed Main 359 Node - 31.0 41.3 - 120 4.000 0.0 0.000 - 4.314 8.7 1.027 fm16 363 Node - 31.0 40.2 - Dyna Flow 4 8.7 0.063 0.540 -555.3 12.2 Feed Main, 361 Node - 31.0 40.7 - 120 4.000 0.0 0.000 - 4.314 8.7 1.000 fm17 365 Node - 31.0 39.6 - Dyna Flow 4 8.7 0.061 0.529 -549.6 12.1 Feed Main 363 Node - 31.0 40.2 - 120 4.000 0.0 0.000 4.314 8.7 0.979 fm18 367 Node 31.0 39.1 Dyna Flow 4 9 0.061 0.562 -545.4 12.0 Feed Main 365 Node - 31.0 39.6 - 120 4.000 0.0 0.000 - 4.314 9.3 0.964 fmlg 369 Node 31.0 38.5 Dyna Flow 4 10.0 0.060 0.596 -542.4 11.9 Feed Main 367 Node - 31.0 39.1 - 120 4.000 0.0 0.000 - 4.314 10.0 0.954 fm20 371 Node 31.0 37.8 - Dyna Flow 4 11.0 0.060 0.651 -540.3 11.9 Feed Main 369 Node - 31.0 38.5 - 120 4.000 0.0 0.000 4.314 11.0 0.946 ___ fm2l Node 31.0 37.1 - Dyna Flow 4 12.0 0.059 0.706 - 5 38.6 11 ______ -Feed Feed Main 371 Node - 31.0 37.8 - 120 4.000 0.0 0.000 ______ - 4.314 12.0 0.941 fm22 375 Node - 31.0 36.4 Dyna Flow 4 12.0 0.059 0.701 -536.6 11.8 Feed Main 373 Node - 31.0 37.1 - 120 4.000 0.0 0.000 - 4.314 12.0 0.933 fm23 377 Node - 31.0 35.7 - Dyna Flow 4 12.0 0.058 0.694 -533.5 11.7 Feed Main 375 Node - 31.0 36.4 - 120 4.000 0.0 0.000 - 4.314 12.0 0.923 fm24 379 Node - 31.0 33.3 - - Dyna Flow 4 12.0 0.057 2.358 -529.0 11.6 Feed Main_ 377 Node - 31.0 35.7 - 120 4.000 29.4 0.000 2E2 4.314 41.4 1 0.907 1 OmniCADD Hydraulic Calculation Software v. 2.3 August26, 2005 04:29 PM Palomar Airport Building#1 Page: 18 r PIPES Start/End Nodes - Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # _ - - Type Value Elevation Res.Pres. Discharge Fitting lnt.Diam. Total Length Pres.Vel.Loss ft psi _gp_ ft-- psi/ft _psi gpm ft/s fm25 381 Node - 31.0 32.6 - Dyna Flow 4 12.0 0.058 0.693 -533.3 11.7 Feed Main 379 Node - 31.0 33.3 - 120 4.000 0.0 0.000 - 4.314 12.0 0.922 fm26 383 Node - 31.0 32.0 - Dyna Flow 4 10.2 0.059 0.598 -535.9 11.8 Feed Main 381 Node - 31.0 32.6 - 120 4.000 0.0 0.000 - 4.314 10.2 0.931 fm27 385 Node - 31.0 31.5 - Dyna Flow 4 8.5 0.059 0.498 -537.3 11.8 Feed Main 383 Node - 31.0 32.0 - 120 4.000 0.0 0.000 - 4.314 1 8.5 0.936 fm28 387 Node - 31.0 31.1 - Dyna Flow 4 8.0 0.059 0.468 -536.7 11.8 Feed Main 385 Node - 31.0 31.5 - 120 4.000 0.0 0.000 - 4.314 8.0 0.934 fm29 389 Node - 31.0 30.6 - Dyna Flow 4 7.5 0.058 0.436 -534.9 11.7 Feed Main 387 Node - 31.0 31.1 - 120 4.000 0.0 0.000 - 4.314 7.5 0.928 fm30 391 Node - 31.0 30.1 - Dyna Flow 4 8.8 0.058 0.503 -531.9 11.7 Feed Main 389 Node - 31.0 30.6 - 120 4.000 0.0 0.000 - 4.314 8.8 0.917 fm3l 393 Node - 31.0 29.6 - Dyna Flow 4 10.0 0.057 0.566 -527.6 11.6 Feed Main 391 Node - 31.0 30.1 - 120 4.000 0.0 0.000 - 4.314 10.0 0.902 fm32 395 Node - 31.0 29.0 - Dyna Flow 4 10.0 0.056 0.554 -521.3 11.4 Feed Main 393 Node - 31.0 29.6 - 120 4.000 0.0 0.000 - 4.314 1 10.0 0.881 fm33 397 Node - 31.0 28.5 - Dyna Flow 4 10.0 0.054 0.537 -512.8 11.3 Feed Main 395 Node - 31.0 29.0 - 120 4.000 0.0 0.000 - 4.314 10.0 0.853 fm34 399 Node - 31.0 27.9 - Dyna Flow 4 10.0 - 0.052 0.516 -501.8 11.0 Feed Main 397 Node - 31.0 28.5 - 120 4.000 0.0 0.000 - 4.314 10.0 0.816 fm35 401 Node - 31.0 27.4 - Dyna Flow 4 10.0 0.049 0.490 -487.7 10.7 Feed Main 399 Node - 31.0 27.9 - 120 4.000 0.0 0.000 - 4.314 10.0 0.771 fm36 403 Node - 31.0 27.0 - Dyna Flow 4 10.0 0.046 0.458 -470.3 10.3 Feed Main 401 Node - 31.0 27.4 - 120 4.000 0.0 0.000 - 4.314 10.0 0.717 fm37 405 Node - 31.0 26.6 - Dyna Flow 4 10.0 0.042 0.420 -449.0 9.9 Feed Main 403 Node - 31.0 27.0 - 120 4.000 0.0 0.000 - 4.314 10.0 0.654 1 frn38 4 - 31.0 26.2 - Dyna Flow 4 10.0 0.038 0.377 -423.3 9.3 Feed Main 405 Node - 31.0 26.6 - 120 4.000 0.0 0.000 _______ - 4.314 10.0 0.581 fm39 4 - 31.0 25.9 - Dyna Flow 4 10.0 0.027 0.264 -349.3 7.7 Feed Main 407 Node - 31.0 26.2 - 120 4.000 0.0 0.000 ______ - 4.314 10.0 0.396 frö 411 N 31.0 25.8 - Dyna Flow 4 10.8 0.013 0.142 -239.7 5.3 Feed Main 409 Node - 31.0 25.9 - 120 4.000 0.0 0.000 _______ 4.314 10.8 0.186 fm4l 413 Node -31.0 25.7 - Dyna Flow 4 11.6 0.004 0.042 -120.0 2.6 Feed Main 411 Node - 31.0 25.8 - 120 4.000 0.0 0.000 - 4.314 11.6 0.047 fm6 345 Node - 31.0 47.1 - Dyna Flow 6 8.3 0.016 0.130 -738.4 7.4 Feed Main 343 Node - 31.0 47.3 - 120 6.000 0.0 0.000 - 6.385 1 8.3 0.368 fm7 343 Node - 31.0 47.3 - Dyna Flow 6 8.3 0.017 0.143 -776.1 7.8 Feed Main 341 Node - 31.0 47.4 - 120 6.000 0.0 0.000 6.385 8.3 0.407 fml 420 Node - 31.0 47.9 - Dyna Flow 6 6.0 0.019 0.451 814.5 8.2 Feed Main 341 Node - 31.0 47.4 - 120 6.000 18.1 0.001 E 6.385 24.1 0.448 :fm2 419 Node - 10.0 58.1 - Dyna Flow 6 21.0 0.019 1.147 814.5 8.2 Feed Main 420 Node - 31.0 47.9 - 120 6.000 40.2 9.093 2E4 6.385 61.2 0.448 fm3 418 Node - 2.0 63.1 - Dyna Flow 6 8.0 0.019 1.498 814.5 8.2 Feed Main 419 Node - 10.0 58.1 - 120 6.000 71.9 3.464 _______ EBS 6.385 79.9 0.448 fm4 417 Node -- 2.0 63.8 - - Dyna Flow 6 1.0 0.019 0.736 814.5 8.2 Feed Main n48Node - 2.0 63.1 - 120 6.000 38.3 0.000 1 T 6.385 39.3 0.448 OmniCADD Hydraulic Calculation Software v. 2.3 Augural 26, 2005 04:29 PM Palomar Airport Building#1 Page: 19 PIPES Start/End Nodes Material Size Length Pres. Fr. Loss # - HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation ResPres. Discharge Fitting_ lnt.Diam. Total Length Pres.VetLoss ft sl_gp ft psi/ft psi gpa ft/s fm5 416 Node - 1.0 64.3 - Dyna Flow 6 1.0 0.019 0.019 814.5 8.2 Feed Main 417 Node - 2.0 63.8 - 120 6.000 0.0 0.433 ______- 6.385 1.0 0.448 up27 415 FPLD 5.0 -4.0 67.2 - Ductile 8 5.0 0.004 0.595 815.0 4.7 Underground 181 Node - -4.0 66.6 - 140 8.000 160.2 0.000 ________ 3ET12 8.450 165.2 0.146 upl5 180 Node - -4.0 72.4 - Ductile 8 10.0 0.004 0.270 815.0 4.7 Underground 415 FPLD 5.0 -4.0 67.2 - 140 8.000 64.9 0.000 TG 8.450 74.9 0.146 up28 181 Node -4.0 66.6 - Ductile 8 5.0 0.004 0.126 815.0 4.7 Underground 416 Node 1.0 64.3 - 140 8.000 29.9 2.165 _______ ______ ______ E 8.450 34.9 0.146 up25 187 f11 -4.0 74.9 - - Ductile 10 5.0 0.003 0.016 -1314.9 5.0 Underground 1 Src [.1 -4.0 74.9 0.0 140 10.000 0.0 0.000 _____ ______ __________ 10.340 5.0 0.170 up26 187 Node - -4.0 74.9 - Ductile 10 792.5 0.000 0.257 375.8 1.4 Underground 188 Node - -4.0 74.6 - 140 10.000 7.2 0.000 ______ _______ G 10.340 799.6 0.014 up14 119 Node - O 72.4 - PVC200 8 15.0 0.002 0.126 500.0 3.5 Underground 120 Hose 500.0 -4.0 72.3 500.0 150 8.000 45.7 0.000 _______ TG 7.660 60.7 0.082 up3 62 Node - -4.0 72.7 - PVC200 8 52.0 0.001 0.095 375.9 2.6 Underground 61 Node - -4.0 72.6 - 150 8.000 25.7 0.000 _______ EG 7.660 77.7 0.046 up4 61 Node - 40 72.6 - PVC200 8 138.0 0.001 0.169 375.9 2.6 Underground 119 Node - -4.0 72.4 - 150 8.000 0.0 0.000 ______ - 7.660 138.0 0.046 upS 67 Node - -4 4.0 72.8 - PVC200 8 64.0 0.001 0.104 375.9 2.6 Underground 62 Node - -4.0 72.7 - 150 8.000 21.1 0.000 _______ _____ E 7.660 85.1 0.046 up6 64 Node - -4.0 73.5 - PVC200 8 220.0 0.001 0.295 375.9 2.6 Underground 63 Node - -4.0 73.2 - 150 8.000 21.1 0.000 ______ E 7.660 241.1 0.046 up7 63 Node - -4.0 73.2 - PVC200 8 28.0 0.001 0.060 375.9 2.6 Underground 69 Node - -4.0 73.2 - 150 8.000 21.1 0.000 - ______ _______ _______ E 7.660 49.1 0.046 65 Node - -4.0 73.8 - PVC200 8 150.0 0.001 0.209 375.9 2.6 Underground 64 Node - -4.0 73.5 - 150 8.000 21.1 0.000 ________ _______ E 7.660 171.1 0.046 uplO 129 Ndeo - -4.0 73.9 - PVC200 8 117.8 0.001 0.144 375.9 2.6 Underground 65 Node - -4.0 73.8 - 150 8.000 0.0 0.000 ______ _____ ___- 7.660 117.8 0.046 upil 68 Node - -4.0 73.1 - PVC200 8 220.0 0.001 0.295 375.9 2.6 Underground 67 Node - -4.0 72.8 - 150 8.000 21.1 0.000 ________ E ________ 7.660 241.1 0.046 up12 69 Node - -4.0 73.2 - PVC200 8 65.0 0.001 0.079 375.9 2.6 Underground 68 Node - -4.0 73.1 - 150 8.000 0.0 0.000 - ________ - _______ 7.660 65.0 ______ 0.046 up15 119 Node - -4.0 72.4 - PVC200 8 61.0 0.000 0.010 -124.2 0.9 Underground 180 Node - -4.0 72.4 - 150 8.000 0.0 0.000 ______ ________ ________ - 7.660 61.0 0.005 upl7 Node - -4.0 73.9 - PVC200 8 82.2 0.001 0.151 -375.9 2.6 Underground 183 Node - -4.0 74.0 - 150 8.000 41.1 0.000 1 7.660 123.4 0.046 up19 180 Node - -4.0 72.4 - PVC200 8 187.0 0.007 1.243 -939.0 6.5 Underground 185 Node - -4.0 73.7 - 150 8.000 0.0 0.000 - 7.660 187.0 0.288 up2l 183 Node - -4.0 74.0 - 15VC200 8 85.0 0.001 0.130 -375.9 2.6 Underground 184 Node - -4.0 74.2 - 150 8.000 21.1 0.000 _______ E 7.660 106.1 0.046 up22 184 Node - -4.0 7412 - PVC200 8 311.0 0.001 0.430 -375.9 2.6 Underground 188 NOde - -4.0 74.6 - 150 8.000 41.1 0.000 _______ T 7.660 352.1 0.046 up24 185 --No -de - -4.0 73.7 - PVC200 8 134.0 0.007 1.164 -939.0 6.5 Underground 187 Node - -4.0 74.9 - 150 8.000 41.1 0.000 T 7.660 175.1 1 0.288 1 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 2( FLOW DIAGRAM 65 OmniCADD Hydraulic Calculation Software v. 2.3 ASO(5c)1'62- HYDRAULIC CALCULATIONS for OFFICE SPACE A-05 2100 PALOMAR ROAD 1 1L I cup At, CARLSBAD, CA 17 Contract No. 05-0058-2 Date June 6, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submitta101 \05-0058-2_Palomar_Airport_BId1_R3.hcp Design Data: Remote Area Location Occupancy Classification Density Remote Area Size Coverage per Sprinkler. Sprinkler K-Factor No. of Sprinkler Calculated In-Rack Demand Source Hose Demand Total Water Including Hose Name of Contractor Name of Designer Address Authority Having Jurisdiction CITY OF CAHLS61 FIRE DEPARTMENT APPROVED subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with eppcq re tions. The stamping of th~ct'P shall not be held to permit or V __ ion of any law. REMOTE AREA 3 LIGHT HAZARD 0.10 gpm/sq.ft 1500.0 sq.ft 0.0 sq.ft 8.00 6 0.0 gpm 0.0 gpm 742.2 gpm Pro-Tech Fire Protection Systems Corp. Joey Newman 179 Roymar Rd., Ste. G,Oceanside, CA 92054 CARSBAD FIRE DEPARTMENT OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:28 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose 742.2 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 240.0 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.763 gpm Maximum Imbalance 5.0 gpm Maximum Velocity © Pipe: 102 14.1 ft/s Maximum Fr. Loss @ Pipe: 102 0.410 psi/ft Average Density 0.16 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 91.9 psi Required Pressure 55.4 psi Safety Factor 39.8%, 36.6 psi Water Flowing 742.2 gpm OmniCADD Hydraulic Calculation Software v. 2.3 August 2 , 2005 04:28 PM Palomar Airport Building#1 Pa Water Curves for Src: 10( 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 150 8C 7C 60 PSI 50 40 30 20 10 0 rIIIIIITTh111 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi © gpm Supply Curve © Src: 1 A:95@0 - B:91.9@742.2 - C:85@1404 Demand Curve @ Src:1 15.8 @0 - D :55.4 @742.2 End Head Pressure Responce 0@0 - E:0@742.2 OmniCADD Hydraulic Calculation Software v. 2.3 Augut 26, 2005 04:28 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation X Y Res. Pres. Discharg ft - ft psi -9AM-- I Src [...J -4.0 734.2 156.6 55.4 0.0 103 Head 8.00 31.6 323.8 589.0 24.9 39.9 100 Head 8.00 31.6 309.8 589.0 24.9 39.9 99 Head 8.00 31.6 295.8 589.0 27.1 - 102 Head 8.00 31.6 323.8 569.0 24.9 40.0 97 Head 8.00 31.6 309.8 569.0 24.9 40.0 98 Head 8.00 31.6 295.8 569.0 27.1 - 101 Head 8.00 31.6 323.8 549.0 25.2 40.2 91 Head 8.00 31.6 309.8 549.0 25.2 40.2 300 Head 8.00 21.5 279.3 482.0 37.2 - 301 Head 8.00 21.5 271.3 482.0 37.2 - 302 Head 8.00 21.5 263.3 482.0 37.2 - 303 Head 8.00 21.5 255.3 482.0 37.2 - 304 Head 8.00 21.5 247.3 482.0 37.2 - 305 Head 8.00 21.5 279.3 476.0 37.2 - 306 Head 8.00 21.5 271.3 476.0 37.2 - 307 Head 8.00 21.5 263.3 476.0 37.2 - 308 Head 8.00 21.5 255.3 476.0 37.2 - 309 Head 8.00 21.5 247.3 476.0 37.2 - 310 Head 8.00 21.5 279.3 465.5 37.2 - 311 Head 8.00 21.5 271.3 465.5 37.2 - 312 Head 8.00 21.5 263.3 465.5 37.2 - 313 Head 8.00 21.5 255.3 465.5 37.2 - 314 Head 8.00 21.5 247.3 465.5 37.2 - 315 Head 8.00 21.5 279.3 455.0 37.2 - 316 Head 8.00 21.5 271.3 455.0 37.2 - 317 Head 8.00 21.5 263.3 455.0 37.2 - 318 Head 8.00 21.5 255.3 455.0 37.2 - 319 Head 8.00 21.5 247.3 455.0 37.2 - 320 Head 8.00 21.5 279.3 444.5 37.2 - 321 Head 8.00 21.5 271.3 444.5 37.2 - 322 Head 8.00 21.5 263.3 444.5 37.2 - 323 Head 8.00 21.5 255.3 444.5 37.2 - 324 Head 8.00 21.5 247.3 444.5 37.2 - 325 Head 8.00 21.5 279.3 434.0 37.2 - 326 Head 8.00 21.5 271.3 434.0 37.2 - 327 Head 8.00 21.5 263.3 434.0 37.2 - 328 Head 8.00 21.5 255.3 434.0 37.2 - 329 Head 8.00 21.5 247.3 434.0 37.2 - 190 Hose 500.0 -4.0 35.1 440.6 54.2 500.0 189 FPLD 5.0 -4.0 32.2 522.8 49.2 - 61 Node - -4.0 729.2 676.6 54.9 - 62 Node - -4.0 677.2 676.6 54.9 - 63 Node - -4.0 392.2 640.6 54.6 - 64 Node - -4.0 172.2 640.6 54.4 - 65 Node - -4.0 22.2 640.6 54.3 - 67 Node - -4.0 677.2 612.6 54.8 - 68 Node - -4.0 457.2 612.6 54.7 - 69 Node - -4.0 392.2 612.6 54.6 - 400 Node - 32.6 323.8 589.0 24.8 - 401 Node - 32.6 309.8 589.0 24.8 - 402 Node - 32.6 295.8 589.0 26.7 - 403 Node - 32.6 323.8 569.0 24.9 - 404 Node - 32.6 309.8 569.0 24.9 - 405 Node - 32.6 295.8 569.0 26.7 - 95 Node - 32.6 323.8 549.0 25.2 - 96 Node - 32.6 309.8 549.0 25.2 - 119 Node - -4.0 729.2 538.6 55.0 - 127 Node - -4.0 37.2 522.8 49.1 - 169 Node - 31.5 43.5 522.8 33.5 - 168 Node - 10.0 43.5 522.8 42.9 - 167 Node - 10.0 37.2 522.8 42.9 - 125 Node - 2.0 37.2 522.8 46.5 - 126 Node - 10 37.2 522.8 46.9 - 129 Node - -4.0 22.2 522.8 54.2 - 170 Node - 31.5 43.5 491.7 32.9 - 172 Node - 19.5 43.5 491.7 38.1 - 93 Node - 32.6 43.5 489.8 32.0 - 92 Node - 31.5 43.5 489.8 32.5 - 406 Node - 32.6 323.8 485.7 26.3 - 407 Node - 32.6 309.8 485.7 26.3 - 408 Node - 32.6 295.8 485.7 26.7 - 180 Node - -4.0 729.2 477.6 55.1 - OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:28 PM Palomar Airport Building#1 Page: 5 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gp 330 Node - 21.5 279.3 459.7 37.2 - 331 Node - 19.5 279.3 459.7 38.1 - 332 Node - 21.5 271.3 459.7 37.2 - 333 Node - 19.5 271.3 459.7 38.1 - 334 Node - 21.5 263.3 459.7 37.2 - 335 Node - 19.5 263.3 459.7 38.1 - 336 Node - 21.5 255.3 459.7 37.2 - 337 Node - 19.5 255.3 459.7 38.1 - 338 Node - 21.5 247.3 459.7 37.2 - 339 Node - 19.5 247.3 459.7 38.1 - 340 Node - 21.5 44.3 459.7 37.2 - 341 Node - 19.5 44.3 459.7 38.1 - 173 Node - 19.5 43.5 459.7 38.1 - 94 Node - 32.6 43.5 457.0 31.4 - 409 Node - 32.6 279.4 457.0 28.1 - 411 Node - 32.6 323.8 444.5 27.1 - 412 Node - 32.6 295.8 444.5 27.3 - 413 Node - 32.6 279.4 444.5 27.7 - 183 Node - -4.0 22.2 440.6 54.2 - 184 Node -4.0 -62.8 440.6 54.4 - 343 Node - 21.5 279.3 428.4 37.2 - 344 Node - 21.5 44.3 428.4 37.2 - 185 Node - -4.0 729.2 290.6 55.2 - 187 Node - -4.0 729.2 156.6 55.4 - 188 Node - -4.0 -62.8 129.6 55.0 - OmniCADD Hydraulic Calculation Software v. 2.3 Augut 26, 2005 04:28 PM Palomar Airport Building#1 Page: 6 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge ft p_ _gpm ft psi/ft psi gpm ft/s 300 305 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 300 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 301 306 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 301 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 302 307 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 302 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 303 308 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 303 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 304 309 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 304 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 6.0 0.000 305 310 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 305 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 306 311 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 306 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 307 312 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 307 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 308 313 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 308 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 309 314 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 309 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 310 330 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 310 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 311 332 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 311 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 312 334 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 312 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 313 336 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 313 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 _______ - 1.752 5.7 0.000 314 338 Node - 21.5 37.2 - Dyna Flow 1-1/2 5.7 0.000 0.000 0.0 0.0 Branch Line 314 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 5.7 0.000 317 321 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.1 0.0 Branch Line 316 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 318 316 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 00 00 Branch Line 332 Node - 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 4.8 0.000 319 322 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 -0.1 0.0 Branch Line 317 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 320 317 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 0.0 0.0 Branch Line 334 Node - 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 4.8 1 0.000 321 323 11J Tö 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 318 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 322 318 iiii Töö 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 0.0 0.0 Branch Line 336 Node - 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 4.8 j 0.000 323 324 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 319 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 324 319 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 4.8 0.000 0.000 0.0 0.0 Branch Line 338 Node - 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 4.8 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 Augdst 26, 2005 04:28 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type -- # - Type -- Value _______ Elevation Res.Pres. - Discharge - Fitting_ lnt.Diam. Total Length Pres.Vel.Loss ft L_ _g pp_ _________ ________ ft psi/ft _psi gpm ft/s 326 326 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 -0.1 0.0 Branch Line 321 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 1 10.5 0.000 1 328 328 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 323 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 329 329 Head 8.00 21.5 37.2 - Dyna Flow 1-1/2 10.5 0.000 0.000 0.0 0.0 Branch Line 324 Head 8.00 21.5 37.2 - 120 1.500 0.0 0.000 - 1.752 10.5 0.000 315 320 Head 8.00 21.5 37.2 - Dyna Flow 2 10.5 0.000 0.000 -0.1 0.0 Branch Line 315 Head 8.00 21.5 37.2 - 120 2.000 0.0 0.000 - 2.227 10.5 0.000 316 315 Head 8.00 21.5 37.2 - Dyna Flow 2 4.8 0.000 0.000 -0.1 0.0 Branch Line 330 Node - 21.5 37.2 - 120 2.000 0.0 0.000 - 2.227 4.8 0.000 325 325 Head 8.00 21.5 37.2 - Dyna Flow 2 10.5 0.000 0.000 -0.1 0.0 Branch Line 320 Head 8.00 21.5 37.2 - 120 2.000 0.0 0.000 - 2.227 10.5 0.000 327 327 1Head 8.00 21.5 37.2 - Dyna Flow 2 10.5 0.000 0.000 0.0 0.0 Branch Line 322 Head 8.00 21.5 37.2 - 120 2.000 0.0 0.000 - 2.227 10.5 0.000 330 343 Node - 21.5 37.2 - Dyna Flow 2 5.6 0.000 0.000 0.1 0.0 Branch Line 325 Head 8.00 21.5 37.2 - 120 2.000 45.2 0.000 - _______ 5E10 2.227 50.8 0.000 331 344 Node - 21.5 37.2 - Dyna Flow 2 31.4 0.000 0.000 0.1 0.0 Branch Line 340 Node - 21.5 37.2 - 120 2.000 45.2 0.000 - _______ 5E10 2.227 76.6 0.000 33-2 344 Node - 21.5 37.2 - Dyna Flow 2 235.0 0.000 0.000 -0.1 0.0 Branch Line 343 Node - 21.5 37.2 - 120 2.000 0.0 0.000 - 2.227 235.0 0.000 b14 403 Node - 32.6 24.9 - Dyna Flow 3 20.0 0.002 0.088 39.9 1.5 Branch Line 400 Node - 32.6 24.8 - 120 3.000 33.3 0.000 ______ El 3.340 53.3 0.014 bll 404 Node - 32.6 24.9 - Dyna Flow 3 20.0 0.002 0.088 39.9 1.5 Branch Line 401 Node - 32.6 24.8 - 120 3.000 33.3 0.000 ET 3.340 53.3 0.014 405 Node - 32.6 26.7 - Dyna Flow 3 20.0 0.000 0.000 0.3 0.0 Branch Line 402 Node - 32.6 26.7 - 120 3.000 33.3 0.000 _______ ET 3.340 53.3 0.000 96 95 Node - 32.6 25.2 - Dyna Flow 3 20.0 0.006 0.256 79.8 2.9 Branch Line 403 Node - 32.6 24.9 - 120 3.000 22.8 0.000 _______ T 3.340 42.8 0.058 97 96 Node - 32.6 25.2 - Dyna Flow 3 20.0 0.006 0.256 79.8 2.9 Branch Line 404 Node - 32.6 24.9 - 120 3.000 22.8 0.000 1 3.340 42.8 0.058 b16 408 Node - 32.6 26.7 - Dyna Flow 3 83.3 0.000 . 0.000 0.3 0.0 Branch Line 405 Node - 32.6 26.7 - 120 3.000 22.8 0.000 1 3.340 106.1 0.000 b15 406 Node - 32.6 26.3 - Dyna Flow 3 63.3 0.013 1.095 120.0 4.4 Branch Line 95 Node - 32.6 25.2 - 120 3.000 22.8 0.000 _______ 1 3.340 86.1 0.130 407 Nodeppl 32.6 26.3 - Dyna Flow 3 63.3 0.013 1.095 120.0 4.4 Branch Line 96 Node - 32.6 25.2 - 120 3.000 22.8 0.000 T 3.340 86.1 0.130 b12 407 Node 32.6 26.3 - Dyna Flow 3 14.0 0.000 0.007 -12.6 0.5 Branch Line 406 Node - 32.6 26.3 - 120 3.000 22.8 0.000 _______ 1 3.340 36.8 0.001 17 32.6 27.1 - Dyna Flow 3 41.2 0.015 0.791 132.6 4.9 Branch Line 406 Node - 32.6 26.3 - 120 3.000 10.4 0.000 ______ _______ E 3.340 51.6 0.159 b13 408 Node - 32.6 26.7 - Dyna Flow 3 14.0 0.010 0.381 107.4 3.9 Branch Line 407 Node - 32.6 26.3 - 120 3.000 22.8 0.000 1 3.340 36.8 0.104 b18 412 Node 32.6 27.3 - Dyna Flow 3 41.2 0.010 0.663 107.4 3.9 Branch Line 408 Node - 32.6 26.7 - 120 3.000 22.8 0.000 1 3.340 64.0 0.104 104 400 Node - 32.6 24.8 - Dyna Thread 1 1.0 0.405 0.405 39.9 14.0 Branch Line 103 Head 8.00 31.6 24.9 39.9 120 1.000 0.0 0.433 - 1.080 1.0 1.313 1 1 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:28 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - - # Type Value Elevation Res.Pres. Discharge Fittings intDiam. Total Length Pres.Vel.Loss ft psi _gpm __________ ft psi/ft psi 9pM ft/s 101 401 Node - 32.6 24.8 - Dyna Thread 1 1.0 0.405 0.405 39.9 14.0 Branch Line 100 Head 800 31.6 24.9 39.9 120 1.000 0.0 0.433 - 1.080 1.0 1.313 100 402 Node - 32.6 26.7 - Dyna Thread 1 1.0 0.000 0.000 0.0 0.0 Branch Line 99 Head 8.00 31.6 27.1 - 120 1.000 0.0 0.433 - 1.080 1.0 0.000 103 403 Node - 32.6 24.9 - Dyna Thread 1 1.0 0.406 0.406 40.0 14.0 Branch Line 102 Head 8.00 31.6 24.9 40.0 120 1.000 0.0 0.433 - 1.080 1.0 1.318 98 404 Node - 32.6 24.9 - Dyna Thread 1 1.0 0.406 0.406 40.0 14.0 Branch Line 97 Head 8.00 31.6 24.9 40.0 120 1.000 0.0 0.433 ______ - 1.080 1.0 1.318 99 405 Node - 32.6 26.7 - Dyna Thread 1 1.0 0.000 0.000 0.0 Branch Line 98 Head 8.00 31.6 27.1 - 120 1.000 0.0 0.433 ______ - 1.080 1.0 0.000 f - 32.6 25.2 - Dyna Thread 1 1.0 0.410 0.410 40.2 14.1 Branch Line 101 Head 8.00 31.6 25.2 40.2 120 1.000 0.0 0.433 ______ - 1.080 1.0 1.331 95 96 Node - 32.6 25.2 - Dyna Thread 1 1.0 0.410 0.410 40.2 14.1 Branch Line 91 Head 8.00 31.6 25.2 40.2 120 1.000 0.0 0.433 - 1.080 1.0 1.331 333 331 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.1 0.0 Riser Nipple 330 Node - 21.5 37.2 - 120 2.000 7.0 0.866 E 2.227 9.0 0.000 334 333 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 332 Node - 21.5 37.2 - 120 2.000 14.1 0.866 T 2.227 16.1 0.000 335 335 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 334 Node - 21.5 37.2 - 120 2.000 14.1 0.866 1 2.227 16.1 0.000 1 336 337 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 336 Node - 21.5 37.2 - 120 2.000 14.1 0.866 T 2.227 16.1 0.000 337 339 Node - 19.5 38.1 - Dyna Flow 2 2.0 0.000 0.000 0.0 0.0 Riser Nipple 338 Node - 21.5 37.2 - 120 2.000 14.1 0.866 ___ T 0.000 338 2.227 16.1 341 Node 19.5 38.1 - i _____ Dyna 2 2.0 0.000 0.000 -0.1 0.0 Riser Nipple 340 Node - 21.5 37.2 - 120 2.000 14.1 0.866 T 2.227 16.1 0.000 cm4 409 Node 32.6 28.1 - Dyna Flow 4 236.0 0.013 3.293 -240.0 5.3 Cross Main 94 Node - 32.6 31.4 - 120 4.000 13.7 0.000 _______ _______ E 4.314 249.7 . 0.187 cm2 412 Node - 32.6 27.3 - Dyna Flow 4 28.0 0.004 0.247 132.6 2.9 Cross Main 411 Node - 32.6 27.1 - 120 4.000 28.0 0.000 T 4.314 56.0 0.057 1 cm3 413 Node 32.6 27.7 - Dyna Flow 4 16.4 0.013 0.398 240.0 5.3 Cross Main 412 Node - 32.6 27.3 - 120 4.000 13.7 0.000 E 0.187fm36 4.314 30.1 169 Node 31.5 33.5 Dyna Flow 4 31.1 0.013 0.591 240.0 5.3 Feed Main 170 Node - 31.5 32.9 - 120 4.000 13.7 0.000 ___ E 4.314 44.8 0.187 fm38 170 Node - 31.5 32.9 - Dyna Flow 4 11.9 0.000 0.000 -0.6 0.0 Feed Main 172 Node - 19.5 38.1 - 120 4.000 28.0 5.160 T 0.00092 4.314 39.9 170 Node - 31.5 32.9 - Dyna Flow 4 1.9 0.013 0.394 240.0 5.3 Feed Main 92 Node - 31.5 32.5 - 120 4.000 28.0 0.000 _______ T 0.187fm39 4.314 29.9 1721 Node 19.5 38.1 - Dyna Flow 4 - 32.0 0.000 0.000 -0.6 0.0 Feed Main 173 Node - 19.5 38.1 - 120 4.000 13.7 0.000 E 4.314 45.7 0.000 93 92 Node 31.5 -_______ 32.5 Dyna Flow 4 1.1 0.013 0.015 240.0 5.3 Feed Main 93 Node - 32.6 32.0 - 120 4.000 0.0 0.487 __ ___ ______ 4.314 1.1 0.187 94 93 Node - 32.6 32.0 - 4 32.8 0.013 0.614 240.0 5.3 Feed Main 94 Node - 32.6 31.4 -4.000 13.7 0.000 ___ _______4.314 4120 46.6 0.187 339 333 Node - 19.5 38.1 - 4 FNode 8.0 0.000 0.000 0.6 0.0 - 19.5 38.1 -4.000 0.0 0.000 ___ _______ OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:28 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes - Material HWC Size Nom.Diam. Length Eq.Lerigth Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Res.Pres. Discharge Fitting!_ lnt.Diam. Total Length Pres.Vel.Loss - L_i_ psi -901--_______ ft psi/ft psi ft/s 340 335 Node - 19.5 38.1 - Dyna Flow 4 8.0 0.000 0.000 0.6 0.0 Feed Main 333 Node - 19.5 38.1 - 120 4.000 0.0 0.000 - 4.314 8.0 0.000 341 337 Node - 19.5 38.1 - Dyna Flow 4 8.0 0.000 0.000 0.6 0.0 Feed Main 335 Node 19.5 38.1 - 120 4.000 0.0 0.000 - 4.314 8.0 0.000 342 339 Node - 19.5 38.1 - Dyna Flow 4 8.0 0.000 0.000 0.6 0.0 Feed Main 337 Node 19.5 38.1 - 120 4.000 0.0 0.000 - 4.314 8.0 0.000 343 339 Node - 19.5 38.1 - Dyna Flow 4 203.0 0.000 0.000 0.6 0.0 Feed Main 341 Node - 19.5 38.1 - 120 4.000 27.4 0.000 2E 4.314 230.4 0.000 86 173 Node - 19.5 38.1 - Dyna Flow 4 0.8 0.000 0.000 0.0 0.0 Feed Main 341 Node - 19.5 38.1 - 120 4.000 13.7 0.000 E 4.314 14.6 0.000 fml 413 Node - 32.6 27.7 - Dyna Flow 4 12.5 0.013 0.346 -240.0 5.3 Feed Main 409 Node - 32.6 28.1 - 120 4.000 13.7 0.000 _ E 4.314 26.2 0.187 fm35 168 Node - 10.0 42.9 - Dyna Flow 6 21.5 0.002 0.077 240.0 2.4 Feed Main 169 Node - 31.5 33.5 - 120 6.000 18.1 9.291 _ E 6.385 39.6 0.039 fm34 167 Node - 10.0 42.9 - - Dyna Flow 6 6.2 0.002 0.048 240.0 2.4 Feed Main 168 Node - 10.0 42.9 - 120 6.000 18.1 0.000 E 6.385 24.4 0.039 fm33 125 Node - 2.0 46.5 - Dyna Flow 6 8.0 0.002 0.121 240.0 2.4 Feed Main 167 Node - 10.0 42.9 - 120 6.000 53.8 3.464 BS 6.385 61.8 0.039 fm4 125 Node - 2.0 46.5 - Dyna Flow 6 1.0 0.002 0.002 -240.0 2.4 Feed Main 126 Node - 1.0 46.9 - 120 6.000 0.0 0.433 - 6.385 1.0 0.039 up2 189 FPLD 5.0 -4.0 49.2 - Ductile 8 5.0 0.000 0.062 240.0 1.4 Underground 127 Node - -4.0 49.1 - 140 8.000 160.2 0.000 3ET12 8.450 165.2 0.013 up16 129 Node - -4.0 54.2 - Ductile 8 10.0 0.000 0.028 240.0 1.4 Underground 189 FPLD 5.0 -4.0 49.2 - 140 8.000 64.9 0.000 ________ TG 8.450 74.9 0.013 ______ upl 126 Node - 1.0 46.9 - Ductile 8 5.0 0.000 0.013 -240.0 1.4 Underground 127 Node - -4.0 49.1 - 140 8.000 29.9 2.165 E 8.450 34.9 0.013 ______ up25 187 Node - -4.0 55.4 - Ductile 10 5.0 0.001 0.006 -740.0 2.8 Underground 1 Src [...] -4.0 55.4 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.054 up26 187 Node - -4.0 55.4 - Ductile 10 792.5 0.000 0.371 457.9 1.7 Underground 188 Node - -4.0 55.0 - 140 10.000 7.2 0.000 G 10.340 799.6 0.021 up20 183 Node - -4.0 54.2 - PVC200 8 12.9 0.002 0.027 505.0 3.5 Underground 190 Hose 500.0 -4.0 54.2 500.0 150 8.000 0.0 0.000 - 7.660 12.9 0.083 up3 62 Node - -4.0 54.9 - PVC200 8 52.0 0.001 0.056 -282.1 2.0 Underground 61 Node - -4.0 54.9 - 150 8.000 25.7 0.000 G 7.660 77.7 0.026 up4 61 Node - 4.0 54.9 - PVC200 8 138.0 0.001 0.099 -282.1 2.0 Underground 119 Node - -4.0 55.0 - 150 8.000 0.0 0.000 _ - 7.660 138.0 0.026 up5 67 Node - -4.0 54.8 - PVC200 8 64.0 0.001 0.061 -282.1 2.0 Underground 62 Node - -4.0 54.9 - 150 8.000 21.1 0.000 E 7.660 85.1 0.026 up6 64 Node - 4.0 54.4 - PVC200 8 220.0 0.001 0.158 -282.1 2.0 Underground 63 Node - -4.0 54.6 1 - 150 8.000 0.0 0.000 - 7.660 220.0 0.026 up7 63 Node -4.0 54.6 - PVC200 8 28.0 0.001 0.035 -282.1 2.0 Underground 69 Node - -4.0 54.6 - 150 8.000 21.1 0.000 E 7.660 49.1 0.026 up8 65 Node - -4.0 54.3 - PVC200 8 150.0 0.001 0.123 -282.1 2.0 Underground 64 Node - -4.0 54.4 - 150 8.000 21.1 0.000 _ E 7.660 171.1 0.026 up1O 129 Node -4.0 54.2 - PVC200 8 117.8 0.001 0.085 -282.1 2.0 Underground 65 Node - -4.0 54.3 - 150 8.000 0.0 0.000 - - ______ ________ - 7.660 117.8 0.026 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:28 PM Palomar Airport Building#1 Page: 10 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fitting Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge psi _p ft _Psi/ft psi .a ft/s upil 68 Node - -4.0 54.7 - PVC200 8 220.0 0.001 0.173 -282.1 2.0 Underground 67 Node - -4.0 54.8 - 150 8.000 21.1 0.000 E 7.660 241.1 0.026 up12 69 Node - -4.0 54.6 - PVC200 8 65.0 0.001 0.047 -282.1 2.0 Underground 68 Node - -4.0 54.7 - 150 8.000 0.0 0.000 - 7.660 65.0 0.026 up15 119 Node - -4.0 55.0 - PVC200 8 61.0 0.001 0.044 -282.1 2.0 Underground 180 Node - -4.0 55.1 - 150 8.000 0.0 0.000 - 7.660 61.0 0.026 up17 129 Node - -4.0 54.2 - PVC200 8 82.2 0.000 0.003 42.1 0.3 Underground 183 Node - -4.0 54.2 - 150 8.000 41.1 0.000 1 7.660 123.4 0.001 up19 180 Node -4.0 55.1 - PVC200 8 187.0 0.001 0.134 -282.1 2.0 Underground 185 Node - -4.0 55.2 - 150 8.000 0.0 0.000 - 7.660 187.0 0.026 up2l 183 Node - -4.0 54.2 - PVC200 8 85.0 0.002 0.187 -458.0 3.2 Underground 184 Node - -4.0 54.4 - 150 8.000 21.1 0.000 E 7.660 106.1 0.068 up22 184 Node - -4.0 54.4 - PVC200 8 311.0 0.002 0.585 -458.0 3.2 Underground 188 Node - -4.0 55.0 - 150 8.000 21.1 0.000 E 7.660 332.1 0.068 up24 185 Node - -4.0 55.2 - PVC200 8 134.0 0.001 _ 0.126 -282.1 2.0 Underground 187 Node - -4.0 55.4 - 150 8.000 41.1 0.000 T 7.660 175.1 0.026 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:28 PM Palomar Airport Building#1 Page: 1 FLOW DIAGRAM .- \ OmniCADD Hydraulic Calculation Software v. 2.3 Ao 2 HYDRAULIC CALCULATIONS for HANGAR 9 2100 PALOMAR ROAD CARLSBAD, CA Kr* 4 Contract No. 05-0058-2 Date June 6, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittal0l\05-0058-2_Palomar_Airport_Bld1_R4.hcp Design Data: Remote Area Location Occupancy Classification Density Remote Area Size Coverage per Sprinkler Sprinkler K-Factor No. of Sprinkler Calculated In-Rack Demand Source Hose Demand Total Water Including Hose Name of Contractor Name of Designer Address Authority Having Jurisdiction CITY ~CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon conditions in correspondence and conformance with applicable r ulat"ns The stamping of these a a not be held to perrnj or app th ' tion of any tawl I By _ Date/1 REMOTE AREA 4 EXTRA HAZARD GROUP 1 0.30 gpm/sq.ft 2000.0 sq.ft 0.0 sq.ft 8.00 30 0.0 gpm 0.0 gpm 1285.8 gpm Pro-Tech Fire Protection Systems Corp. Joey Newman 179 Roymar Rd., Ste. G,Oceanside, CA 92054 CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 200050.FT. OmniCADD Hydraulic Calculation Software v..2.3 Atigust 26, 2005 04:29 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose 1285.8 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 788.6 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.595 gpm Maximum Imbalance 5.0 gpm Maximum Velocity @ Pipe: fm36 17.3 ft/s Maximum Fr. Loss @ Pipe: 337 0.152 psi/ft Average Density 0.39 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE:1 Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 86.5 psi Required Pressure 76.2 p51 Safety Factor 11.9%, 10.3 psi Water Flowing 1285.8 gpm OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: Water Curves for Sic: 1 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 Iuu --- ——i -- 1 100 T-J±ItIIIEE --------------- 80 80 70 70 60 60 PSI _____ _____ _____ _____ _____ ______ ______ _______ _______ _______ 50 50 40 40 30 30 ---------------------------------------- ------------------------ 20 20 10 10 - 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi @ gpm Supply Curve ©Src:1 A:95@0 - B:86.5@1285.8 - C:85@1404 Demand Curve © Src: 1 15.8@0 - D:76.2 @ 1285.8 End Head Pressure Responce 00_0 - E :0@1285.8 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 4 NODES Value Elevation X Y Res. Pres. Jschage ft ft ft p!___ _gp__ 1 Src [...] -4.0 734.2 156.6 76.2 0.0 400 Head 8.00 32.6 323.8 589.0 43.5 - 401 Head 8.00 32.6 309.8 589.0 43.5 - 402 Head 8.00 32.6 295.8 589.0 43.5 - 403 Head 8.00 32.6 323.8 569.0 43.5 - 404 Head 8.00 32.6 309.8 569.0 43.5 - 405 Head 8.00 32.6 295.8 569.0 43.5 - 95 Head 8.00 32.6 323.8 549.0 43.5 - 96 Head 8.00 32.6 309.8 549.0 43.5 - 300 Head 8.00 21.5 279.3 482.0 11.3 26.9 301 Head 8.00 21.5 271.3 482.0 9.9 25.1 302 Head 8.00 21.5 263.3 482.0 9.9 25.2 303 Head 8.00 21.5 255.3 482.0 10.1 25.4 304 Head 8.00 21.5 247.3 482.0 10.5 25.9 305 Head 8.00 21.5 279.3 476.0 11.5 27.1 306 Head 8.00 21.5 271.3 476.0 10.0 25.2 307 Head 8.00 21.5 263.3 476.0 10.0 25.3 308 Head 8.00 21.5 255.3 476.0 10.2 25.6 309 Head 8.00 21.5 247.3 476.0 10.6 26.0 310 Head 8.00 21.5 279.3 465.5 12.2 27.9 311 Head 8.00 21.5 271.3 465.5 10.6 26.0 312 Head 8.00 21.5 263.3 465.5 10.6 26.1 313 Head 8.00 21.5 255.3 465.5 10.8 26.4 314 Head 8.00 21.5 247.3 465.5 11.2 26.8 315 Head 8.00 21.5 279.3 455.0 13.0 28.8 316 Head 8.00 21.5 271.3 455.0 10.7 26.2 317 Head 8.00 121.5 263.3 455.0 10.8 26.3 318 Head 8.00 21.5 255.3 455.0 11.0 26.5 319 Head 8.00 21.5 247.3 455.0 11.3 26.9 320 Head 8.00 21.5 279.3 444.5 13.1 29.0 321 Head 8.00 21.5 271.3 444.5 10.1 25.4 322 Head 8.00 21.5 263.3 444.5 10.1 25.5 323 Head 8.00 21.5 255.3 444.5 10.3 25.7 324 Head 8.00 21.5 247.3 444.5 10.7 26.2 325 Head 8.00 21.5 279.3 434.0 13.4 29.3 326 Head 8.00 21.5 271.3 434.0 9.9 25.2 327 Head 8.00 21.5 263.3 434.0 10.1 25.4 328 Head 8.00 21.5 255.3 434.0 10.2 25.5 329 Head 8.00 21.5 247.3 434.0 10.5 25.9 190 Hose 500.0 -4.0 35.1 440.6 73.0 500.0 189 FPLD 5.0 -4.0 32.2 522.8 67.7 - 61 Node - -4.0 729.2 676.6 75.1 - 62 Node - -4.0 677.2 676.6 74.9 - 63 Node - -4.0 392.2 640.6 74.0 - 64 Node - -4.0 172.2 640.6 73.5 - 65 Node - -4.0 22.2 640.6 73.2 - 67 Node - -4.0 677.2 612.6 74.7 - 68 Node - -4.0 457.2 612.6 74.2 - 69 Node - -4.0 392.2 612.6 74.1 - 119 Node - -4.0 729.2 538.6 75.3 - 169 Node - 31.5 43.5 522.8 49.4 - 168 Node - 10.0 43.5 522.8 59.4 - 167 Node. - 10.0 37.2 522.8 59.8 - 125 Node - 2.0 37.2 522.8 64.4 - 126 Node - 1.0 37.2 522.8 64.8 - 127 Node - -4.0 37.2 522.8 67.1 - 129 Node - 4.0 22.2 522.8 72.9 - 170 Node - 31.5 43.5 491.7 44.0 - 172 Node - 19.5 43.5 491.7 44.4 - 93 Node - 32.6 43.5 489.8 43.5 - 92 Node - 31.5 43.5 489.8 44.0 - 406 Node - 32.6 323.8 485.7 43.5 - 407 Node - 32.6 309.8 485.7 43.5 - 408 Node - 32.6 295.8 485.7 43.5 - 180 Node - -4.0 729.2 477.6 75.5 - 330 Node - 21.5 279.3 459.7 13.0 - 331 Node - 19.5 279.3 459.7 14.5 - 332 Node - 21.5 271.3 459.7 11.3 - 333 Node - 19.5 271.3 459.7 14.5 - 334 Node - 21.5 263.3 459.7 11.4 - 335 Node - 19.5 263.3 459.7 14.6 - 336 Node - 21.5 255.3 459.7 11.6 - 337 Node - 19.5 255.3 459.7 14.8 - OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 5 NODES # Type Value Elevation X V Res. Pres. Discharge ft ft ft psi qpm 338 Node - 21.5 247.3 459.7 12.0 - 339 Node - 19.5 247.3 459.7 15.3 - 340 Node - 21.5 44.3 459.7 35.4 - 341 Node - 19.5 44.3 459.7 37.2 - 173 Node - 19.5 43.5 459.7 38.9 - 94 Node - 32.6 43.5 457.0 43.5 409 Node - 32.6 279.4 457.0 43.5 - 410 Node - 32.6 47.9 457.0 43.5 - 411 Node - 32.6 323.8 444.5 43.5 - 412 Node - 32.6 295.8 444.5 43.5 - 413 Node - 32.6 279.4 444.5 43.5 - 183 Node - -4.0 22.2 440.6 73.0 - 184 Node - -4.0 -62.8 440.6 73.5 - 343 Node - 21.5 279.3 428.4 16.4 - 344 Node - 21.5 44.3 428.4 30.9 - 185 Node - -4.0 729.2 290.6 75.8 - 187 Node - -4.0 729.2 156.6 76.2 - 188 Node - -4.0 1 -62.8 129.6 75.2 - OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 6 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # - Type Value Elevation Res.Pres. Discharge Fittings IntDiam Total Length Pres.Vel.Loss -- ft psi _gL _______ ________ ft psi/ft psi gpm ft/s 300 305 Head 8.00 21.5 11.5 27.1 Dyna Flow 1-1/2 6.0 0.019 0.112 26.9 3.6 Branch Line 300 Head 8.00 21.5 11.3 26.9 120 1.500 0.0 0.000 - 1.752 6.0 0.087 301 306 Head 8.00 21.5 10.0 25.2 Dyna Flow 1-1/2 6.0 0.016 0.098 25.1 3.3 Branch Line 301 Head 8.00 21.5 9.9 25.1 120 1.500 0.0 0.000 • 1.752 6.0 0.075 302 307 Head 8.00 21.5 10.0 - 25.3 Dyna Flow 1-1/2 6.0 0.016 0.099 25.2 3.4 Branch Line 1302 Head 8.00 21.5 9.9 25.2 120 1.500 0.0 0.000 -I- - 1.752 6.0 0.076 303 308 Head 8.00 21.5 10.2 25.6 Dyna Flow 1-1/2 6.0 0.017 0.101 25.4 3.4 Branch Line 303 Head 8.00 21.5 10.1 25.4 120 1.500 0.0 0.000 ____ _______ ________ - 1.752 6.0 0.077 304 309 Head 8.00 21.5 10.6 26.0 Dyna Flow 1-1/2 6.0 0.017 0.104 25.9 3.4 Branch Line 304 Head 8.00 21.5 10.5 25.9 120 1.500 0.0 0.000 _______ ________ - 1.752 6.0 0.080 305 310 Head 8.00 21.5 12.2 27.9 Dyna Flow 1-1/2 10.5 0.067 0.706 54.0 7.2 Branch Line 305 Head 8.00 21.5 11.5 27.1 120 1.500 0.0 0.000 ________ - 1.752 10.5 0.348 306 311 He ad 8.00 21.5 10.6 26.0 Dyna Flow 1-1/2 10.5 0.059 0.620 50.4 6.7 Branch Line 306 Head 8.00 21.5 10.0 25.2 120 1.500 0.0 0.000 _______ - 1.752 10.5 0.302 307 312 Head 8.00 21.5 10.6 26.1 Dyna Flow 1-1/2 10.5 0.060 0.624 50.5 6.7 Branch Line 307 Head 8.00 21.5 10.0 25.3 120 1.500 0.0 0.000 _______ _______- 1.752 10.5 0.304 308 313 Head 8.00 21.5 10.8 26.4 Dyna Flow 1-1/2 10.5 0.061 0.635 51.0 6.8 Branch Line 308 Head 8.00 21.5 10.2 25.6 120 1.500 0.0 0.000 __ _______ - 1.752 10.5 0.310 309 314 He ad 8.00 21.5 ___- 5 -1-1-.2 11.2 2 _______ 6.8 Dyna Flow 1-1/2 10.5 0.063 0.655 51.9 6.9 Branch Line 309 Head 8.00 21.5 10.6 26.0 120 1.500 0.0 0.000 _____ ________ - 1.752 10.5 0.321 310 330 No de - _--21-5----i3215 13.0 - Dyna Flow 1-1/2 5.7 0.146 0.834 81.9 10.9 Branch Line 310 Head 8.00 21.5 12.2 27.9 120 1.500 0.0 0.000 - 1.752 5.7 0.800 311 332 Node - 21.5 11.3 - Dyna Flow 1-1/2 5.7 0.128 0.733 76.4 10.2 Branch Line 311 Head 8.00 21.5 10.6 26.0 120 1.500 0.0 0.000 _______ - 1.752 5.7 0.695 312 334 Node - 21.5 11.4 - Dyna Flow 1-1/2 5.7 0.129 0.737 76.6 10.2 Branch Line 312 Head 8.00 21.5 10.6 26.1 120 1.500 0.0 0.000 - 1.752 5.7 0.700 313 336 Node - 21.5 11.6 - - Dyna Flow 1-1/2 5.7 0.131 0.750 77.4 10.3 Branch Line 313 Head 8.00 21.5 10.8 26.4 120 1.500 0.0 0.000 _______ ______ _______ - 1.752 5.7 0.713 314 338 Node - 21.5 12.0 - Dyna Flow 1-1/2 5.7 0.135 0.774 78.7 10.5 Branch Line 314 Head 8.00 21.5 11.2 26.8 120 1.500 0.0 0.000 - 1.752 5.7 0.738 317 321 Head 8.00 21.5 10.1 - 25.4 Dyna Flow 1-1/2 10.5 0.060 0.625 -50.6 6.7 Branch Line 316 Head 8.00 21.5 10.7 26.2 120 1.500 0.0 0.000 ______ - 1.752 10.5 0.305 318 316 Head 8.00 21.5 10.7 26.2 Dyna Flow 1-1/2 4.8 0.129 0.613 -76.7 10.2 Branch Line 332 Node - 21.5 11.3 - 120 1.500 0.0 0.000 - 1.752 4.8 0.702 319 322 Head 8.00 21.5 10.1 25.5 Dyna Flow 1-1/2 10.5 0.060 0.632 -50.9 6.8 Branch Line 317 Head 8.00 21.5 10.8 26.3 120 1.500 0.0 0.000 - 1.752 10.5 1 0.308 320 317 Head 8.00 21.5 10.8 26.3 Dyna Flow 1-1/2 4.8 0.130 0.619 -77.1 10.3 Branch Line 334 Node - 21.5 11.4 - 120 1.500 0.0 0.000 _______ ____ - 1.752 4.8 0.709 321 323 Head 8.00 21.5 10.3 25.7 Dyna Flow 1-1/2 10.5 0.061 0.640 -51.2 6.8 Branch Line 318 Head 8.00 21.5 11.0 26.5 120 1.500 0.0 0.000 - 1.752 10.5 0.313 322 318 Head 8.00 21.5 11.0 26.5 Dyna Flow 1-1/2 4.8 0.132 0.628 -77.7 10.3 Branch Line 336 Node - 21.5 11.6 - 120 1.500 0.0 0.000 - 1.752 4.8 0.720 323 324 Head 8.00 21.5 10.7 26.2 Dyna Flow 1-1/2 10.5 0.063 0.660 -52.1 6.9 Branch Line 319 Head 8.00 21.5 11.3 26.9 120 1.500 0.0 0.000 ______ _______ 5 _1.752 10.5 _ 0.323 324319 Head 8.00 21 11.3 26.9 Dyna Flow 1-1/2 B338 4.8 0.136 0.648 -79.0 10.5 Node -21.5 12.0 - r - 120 1.500 0.0 0.000 _____ - 1.752 4.8 0.744 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Prés.Fr.Loss - # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type -.-- --- Value - Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss - ft psi gpm ft pJ!t_ psi gpM _ft's 326 326 Head 8.00 21.5 9.9 25.2 Dyna Flow 1-1/2 10.5 0.016 0.172 -25.2 3.3 Branch Line 321 Head 8.00 21.5 10.1 25.4 120 1.500 0.0 0.000 - 1.752 10.5 0.075 328 328 Head 8.00 21.5 10.2 25.5 Dyna Flow 1-1/2 10.5 0.017 0.176 -25.5 3.4 Branch Line 323 Head 8.00 21.5 10.3 25.7 120 1.500 0.0 0.000 - 1.752 10.5 0.077 ____ 329 329 Head 8.00 21.5 10.5 25.9 Dyna Flow 1-1/2 10.5 0.017 0.182 -25.9 3.5 Branch Line 324 Head 8.00 21.5 10.7 26.2 120 1.500 0.0 0.000 - 1.752 10.5 0.080 b14 403 Head 8.00 32.6 43.5 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Branch Line 400 Head 8.00 32.6 43.5 120 2.000 0.0 0.000 - 2.227 20.0 0.000 bll 404 Head 8.00 32.6 43.5 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Branch Line 401 Head 8.00 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 20.0 0.000 -_______ 96 95 Head 8.00 32.6 43.5 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Branch Line 403 Head 8.00 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 20.0 0.000 b16 408 Node - 32.6 43.5 83.3 0.000 0.000 0.0 0.0 Branch Line 405 Head 8.00 32.6 43.5 - 120 2.000 0.0 0.000 _______ - 2.227 83.3 0.000 b15 406 Node - 32.6 43.5 Dyna Flow 2 63.3 0.000 0.000 0.0 0.0 Branch Line 95 Head 8.00 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 63.3 0.000 315 320 Head 8.00 21.5 13.1 29.0 Dyna Flow 2 10.5 0.010 0.102 35.6 2.9 Branch Line 315 Head 8.00 21.5 13.0 28.8 120 2.000 0.0 0.000 - 2.227 10.5 0.058 316 315 Head 8.00 21.5 13.0 28.8 Dyna Flow 2 4.8 0.000 0.002 6.7 0.6 Branch Line 330 Node - 21.5 13.0 - 120 2.000 0.0 0.000 _ - 2.227 4.8 0.002 325 325 Head 8.00 21.5 13.4 29.3 Dyna Flow 2 10.5 0.029 0.305 64.6 5.3 Branch Line 320 Head 8.00 21.5 13.1 29.0 120 2.000 0.0 0.000 - 2.227 10.5 0.190 327 327 Head 8.00 21.5 10.1 25.4 Dyna Flow 2 TöTi 0.005 0.055 -25.5 2.1 Branch Line 322 Head 8.00 21.5 10.1 25.5 120 2.000 0.0 0.000 - 2.227 10.5 0.030 330 343 Node - 21.5 16.4 Dyna Flow 2 5.6 0.058 - 2.954 93.9 7.7 Branch Line 325 Head 8.00 21.5 13.4 29.3 120 2.000 45.2 0.000 5E10 2.227 50.8 0.402 b12 407 Node - 32.6 43.5 - Dyna Flow 2 14.0 0.000 0.000 0.0 0.0 Branch Line 406 Node - 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 14.0 0.000 b17 411 Node - - 32.6 43.5 - Dyna Flow 2 41.2 0.000 0.000 0.1 0.0 Branch Line 406 Node - 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 41.2 0.000 b13 408 Node - 32.6 43.5 - Dyna Flow 2 14.0 0.000 0.000 0.0 0.0 Branch Line 407 Node - 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 14.0 0.000 bIB 412. Node - 32.6 43.5 - Dyna Flow - 2 41.2 0.000 0.000 0.0 0.0 Branch Line 408 Node - 32.6 43.5 - 120 2.000 0.0 0.000 0.000-3-31 - 2.227 41.2 344 Node 21.5 30.9 Dyna Flow 2 31.4 0.058 4.452 -93.9 7.7 Branch Line 340 Node - 21.5 35.4 - 120 2.000 45.2 0.000 5E10 2.227 76.6 0.402 332 344 Node - 21.5 30.9 - Dyna Flow 2 235.0 0.058 14.477 93.9 7.7 Branch Line 343 Node - 21.5 16.4 - 120 2.000 14.1 0.000 2E 2.227 249.1 0.402 333 331 Node - 19.5 14.5 - - Dyna Flow 2 2.0 0.039 0.620 75.1 6.2 Riser Nipple 330 Node - 21.5 13.0 - 120 2.000 14.1 0.866 T 2.227 16.1 0.258 334 333 Node - 19.5 14.5 - Dyna Flow 2 2.0 0.144 2.312 153.1 12.6 Riser Nipple 332 Node - 21.5 11.3 - 120 2.000 14.1 0.866 T 2.227 16.1 1.070 335 335 Node - 19.5 14.6 - Dyna Flow 2 2.0 0.145 2.330 153.8 12.7 Riser Nipple 334 Node - 21.5 11.4 - 120 2.000 14.1 0.866 T 1 2.227 16.1 1.079 336 337 Node - 19.5 14.8 - Dyna Flow 2 2.0 0.148 2.367 155.1 12.8 Riser Nipple 336 Node - 21.5 11.6 - 120 2.000 14.1 0.866 T 2.227 1 16.1 1 1.098 1 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Buildirig#1 Page: 8 PIPES Start/End Nodes - #F#i Material Size Length 1 Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type ---- pe Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeiLoss ft p gpL ________ ________ ft psi/ft psi _gp ft/s 337 339 Node - 19.5 15.3 - Dyna Flow 2 2.0 0.152 2.443 157.7 13.0 Riser Nipple 338 Node - 21.5 12.0 - 120 2.000 14.1 0.866 ______ T 2.227 16.1 1.136 338 341 Node - 19.5 - Dyna Flow 2 2.0 0.058 0.935 93.9 7.7 Riser Nipple 340 Node - 21.5 35.4 - 120 2.000 14.1 0.866 T 2.227 16.1 0.402 cm4 410 No de - Dyna Flow 4 231.5 0.000 0.000 0.3 0.0 Cross Main 409 Node - 32.6 43.5 - 120 4.000 0.0 0.000 ______ ______ - 4.314 231.5 0.000 cm2 412 Node - 32.6 43.5 - Dyna Flow 4 28.0 0.000 0.000 -0.2 0.0 Cross Main 411 Node - 32.6 43.5 - 120 4.000 0.0 0.000 - 4.314 28.0 0.000 cm3 413 Node - 32.6 43.5 - Dyna Flow 4 16.4 0.000 0.000 0.0 0.0 Cross Main 412 Node 32.6 43.5 - 120 4.000 0.0 0.000 - 4.314 16.4 0.000 fm36 169 Node - 31.5 4-9-.4 -- Dyna Flow 4 31.1 0.120 5.337 788.6 17.3 Feed Main 170 Node - 31.5 44.0 - 120 4.000 13.7 0.000 E -4.314 44.8 2.016 fm38 170 Node - 31.5 1 44.0 - Dyna Flow 4 11.9 0.120 4.755 788.6 17.3 Feed Main 172 Node - 19.5 44.4 - 120 4.000 28.0 5.160 ________ T 4.314 39.9 2.016 92 170 Node - 31.5 44.0 - Dyna Flow 4 1.9 0.000 0.000 -0.3 0.0 Feed Main 92 Node - 31.5 44.0 - 120 4.000 28.0 0.000 _______ ______ ______ T 4.314 29.9 0.000 fm39 172 Node - 19.5 44.4 - Dyna Flow 4 - 32.0 0.120 5.446 788.6 17.3 Feed Main 173 Node - 19.5 38.9 - 120 4.000 13.7 0.000 __ E 4.314 457 2.016 93 92 Node - 31.5 - 44.0_______ - Dyna Flow 4 1.1 0.000 0.000 -0.3 0.0 Feed Main 93 Node - 32.6 43.5 - 120 4.000 0.0 0.487 _ - 4.314 1.1 0.000 94 93 Node - 32.6 43.5 - Dyna Flow 4 32.8 0.000 0.000 0.0 0.0 Feed Main 94 Node - 32.6 43.5 - 120 4.000 13.7 0.000 ________ E 4.314 46.6 0.000 339 333 Node - -9 ___ 95 14.5 - Dyna Flow 4 8.0 0.002 0.012 75.1 1.6 Feed Main 331 Node - 19.5 14.5 - 120 4.000 0.0 0.000 - 4.314 8.0 0.018 340 335 Node - 19.5 14.6 - Dyna Flow 4 8.0 0.012 0.096 228.2 5.0 Feed Main 333 Node - 19.5 14.5 - 120 4.000 0.0 0.000 - 4.314 8.0 0.169 341 337 Node - 19.5 14.8 - Dyna Flow 4 8.0 0.031 0.249 382.0 8.4 Feed Main 335 Node - 19.5 14.6 - 120 4.000 0.0 0.000 - 4.314 8.0 0.473 342 339 Node - 19.5 15.3 Dyna Flow 4 8.0 0.059 0.468 537.1 11.8 Feed Main 337 Node - 19.5 14.8 - 120 4.000 0.0 0.000 ______ -4.314 8.0 0.935 343 339 Node - 19.5 15.3 - Dyna Flow 4 203.0 0.095 21.714 -694.8 15.2 Feed Main 341 Node - 19.5 37.2 - 120 4.000 27.4 0.000 2E 4.314 230.4 1.565 86 173 Node - 19.5 38.9 - Dyna Flow 4 0.8 0.120 1.734 788.6 17.3 Feed Main 341 Node - 19.5 37.2 - 120 4.000 13.7 0.000 E 4.314 14.6 2.016 95 94 Node - 32.6 43.5 - Dyna Flow 4 4.5 0.000 0.000 0.3 0.0 Feed Main 410 Node - 32.6 435 - 120 4.000 13.7 0.000 ___ E 4.314 18.2 0.000 fml 413 Node - 32.6 43.5 - Dyna Flow 4 12.5 0.000 0.000 -0.3 0.0 Feed Main 409 Node - 32.6 43.5 - 120 4.000 0.0 0.000 - 4.314 12.5 0.000 fm35 168 Node - 10.0 59.4 - Dyna Flow 6 21.5 0.018 0.698 788.6 7.9 Feed Main 169 Node - 31.5 49.4 - 120 6.000 18.1 9.291 E 6.385 39.6 0.420 fm34 167 Node - 10.0 59.8 - Dyna Flow 6 6.2 0.018 0.430 788.6 7.9 Feed Main 168 Node - 10.0 59.4 - 120 6.000 18.1 0.000 E 6.385 24.4 0.420 fm33 125 Node - 2.0 64.4 - Dyna Flow 6. 8.0 0.018 1.091 788.6 7.9 Feed Main 167 Node - 10.0 59.8 - 120 6.000 53.8 3.464 BS 6.385 61.8 0.420 frn4 125 Node - 2.0 - 64.4 - Dyna Flow 6 1.0 0.018 0.018 -788.6 7.9 Feed Main 126 Node - 1.0 64.8 - 120 6.000 0.0 0.433 - 6.385 1.0 0.420 OmniCADD Hydraulic Calculation Software v. 2.3 Apgust 26, 2005 04:29 PM Palomar Airport Building#1 Page: 9 PIPES - Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value - Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.VeI.Loss ft psi gp_ _______ ft psi/ft psi _gpm ft/s pp2 405 Head 8.00 32.6 43.5 - Dyna Flow ________ 2 20.0 0.000 0.000 0.0 0.0 Pipe 402 Head 8.00 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 20.0 0.000 97 96 Head 8.00 32.6 43.5 - Dyna Flow 2 20.0 0.000 0.000 0.0 0.0 Pipe 404 Head 8.00 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 20.0 0.000 ppl 407 Node - 32.6 43.5 - Dyna Flow 2 63.3 0.000 0.000 0.0 0.0 Pipe 96 Head 8.00 32.6 43.5 - 120 2.000 0.0 0.000 - 2.227 63.3 0.000 up2 189 FPLD 5.0 -4.0 67.7 - Ductile 8 5.0 0.003 0.562 790.0 4.5 Underground 127 Node - -4.0 67.1 - 140 8.000 160.2 0.000 3ET12 8.450 165.2 0.137 1 up16 129 Node - -4.0 72.9 - Ductile 8 10.0 0.003 0.250 789.8 4.5 Underground 189 FPLD 5.0 -4.0 67.7 - 150 8.000 73.7 0.000 TG 8.450 83.7 0.137 upi 126 Node - 1.0 64.8 - Ductile 8 5.0 0.003 0.119 -790.0 4.5 Underground 127 Node - -4.0 67.1 - 140 8.000 29.9 2.165 E 8.450 34.9 0.137 up25 187 Node - -4.0 76.2 - Ductile 10 5.0 0.003 0.016 -1289.9 4.9 Underground 1 Src [...] -4.0 76.2 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.163 up26 187 Node - -4.0 76.2 - Ductile 10 792.5 0.001 1.011 791.1 3.0 Underground 188 Node - -4.0 75.2 - 140 10.000 0.0 0.000 - 10.340 792.5 0.061 up20 183 Node - -4.0 73.0 - PVC200 8 12.9 0.002 0.027 500.0 3.5 Underground 190 Hose 500.0 -4.0 73.0 500.0 150 8.000 0.0 0.000 - 7.660 12.9 0.082 up3 62 Node - -4.0 74.9 - PVC200 8 52.0 0.002 0.150 -497.3 3.5 Underground 61 Node - -4.0 75.1 - 150 8.000 21.1 0.000 E 1 7.660 73.1 0.081 up4 61 Node - -4.0 75.1 - PVC200 8 138.0 0.002 0.283 -497.3 3.5 Underground 119 Node - -4.0 75.3 - 150 8.000 0.0 0.000 - 7.660 138.0 0.081 up5 67 Node - -4.0 74.7 - PVC200 8 64.0 0.002 0.175 -497.3 3.5 Underground 62 Node - -4.0 74.9 - 150 8.000 21.1 0.000 E 7.660 85.1 0.081 up6 64 Node - -4.0 73.5 - PVC200 8 220.0 0.002 0.451 -497.3 3.5 Underground 63 Node - -4.0 74.0 - 150 8.000 0.0 0.000 - 7.660 220.0 0.081 up7 63 Node - -4.0 74.0 - PVC200 8 28.0 0.002 0.101 -497.3 3.5 Underground 69 Node - -4.0 74.1 - 150 8.000 21.1 0.000 E 7.660 49.1 0.081 up8 65 Node - -4.0 73.2 - PVC200 8 150.0 0.002 0.351 -497.3 3.5 Underground 64 Node - -4.0 73.5 - 150 8.000 21.1 0.000 E 7.660 171.1 0.081 uplO 129 Node -4.0 72.9 - PVC200 8 117.8 0.002 0.241 -497.3 3.5 Underground 65 Node - -4.0 73.2 - 150 8.000 0.0 0.000 - 7.660 117.8 0.081 upil 68 Node - -4.0 74.2 - PVC200 8 220.0 0.002 0.494 -497.3 3.5 Underground 67 Node - -4.0 74.7 - 150 8.000 21.1 0.000 E 7.660 241.1 0.081 upl2 69 Node - -4.0 74.1 PVC200 8 65.0 0.002 3.133 -497.3 3.5 Underground 68 Node - -4.0 74.2 - 150 8.000 0.0 0.000 - 7.660 65.0 3.081 up15 119 Node - -4.0 75.3 - PVC200 8 61.0 0.002 3.125 -497.3 3.5 Underground 180 Node - -4.0 75.5 - 150 8.000 0.0 3.000 - 7.660 61.0 3.081 up17 129 Node - -4.0 72.9 - PVC200 8 82.2 0.001 0.094 -290.4 2.0 Underground 183 Node - -4.0 73.0 - 150 8.000 41.1 0.000 'T 7.660 123.4 0.028 up19 180 Node - -4.0 75.5 - PVC200 8 187.0 0.002 0.384 -497.3 3.5 Underground 185 Node - -4.0 75.8 - 150 8.000 0.0 0.000 - 7.660 187.0 0.081 up2l 183 Node - -4.0 73.0 - PVC200 8 85.0 0.005 0.515 -792.6 5.5 Underground 184 Node - -4.0 73.5 - 150 8.000 21.1 0.000 E 7.660 106.1 0.205 up22 184 Node - -4.0 73.5 - PVC200 8 311.0 0.005 1.635 -792.6 5.5 Underground 188 Node - -4.0 75.2 - 150 8.000 25.7 0.000 EG 7.660 336.7 0.205 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 10 PIPES Start/End Nodes Material HWC Fittings Size Nom.Diam. lnt.Diarn. Length Eq.Length Total Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value -- Elevation -F Res.Pres. I - Discharge Jft -____ ft PL psi 9P ftfs u04 185 187 Node Node - - -4.0 -4.0 75.8 76.2 - - PVC200 150 TG 8 8.000 7.660 134.0 45.7 179.7 0.002 0.369 0.000 0.081 -497.3 3.5 Underground OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 1 FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 Mctol2- HYDRAULIC CALCULATIONS for HANGAR 10 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date June 27, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittalol \05-0058-2..Palomar_AirPOrt_BId1_R5.hcP Design Data: D Remote Area Location Occupancy Classification Density Remote Area Size Coverage per Sprinkler Sprinkler K-Factor No. of Sprinkler Calculated In-Rack Demand Source Hose Demand Total Water Including Hose Name of Contractor Name of Designer Address Authority Having Jurisdiction CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with applicable re lati The stamping Of these p1 s not be held to permit orappro e law By REMOTE AREA 5 EXTRA HAZARD GROUP 1 0.30 gpm/sq.ft 2000.0 sq.ft 0.0 sq.ft 8.00 30 0.0 gpm 0.0 gpm 1307.4 gpm Drr,T,rh Firm Protection Svstems Corn Joey Newman 179 Roymar Rd., Ste. G,Oceanside, CA 92054 CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 2000SQ.FT. OmniCADD Hydraulic Calculation Software v. 2.3 Static Pressure Residual Pressure Flow Hose Allowance Available Pressure Required Pressure Safety Factor Water Flowing 95.0 psi 85.0 psi 1404.0 gpm 0.0 gpm 86.2 psi 74.5 psi 13.6%, 11.8 psi 1307.4 gpm eugust 26, 2005 04:29 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS 1307.4 gpm 500.0 gpm 807.1 gpm 0.0 gpm 0.038 gpm 0.1 gpm 17.7 ft/s 0.160 psi/ft 0.40 gpm/sq.ft Total Water Including Hose Additional Allowances Discharge from Sprinklers Source Hose Demand Average Imbalance Maximum Imbalance Maximum Velocity @ Pipe: 74 Maximum Fr. Loss @ Pipe: 519 Average Density Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 1 C OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM 0 200 400 500 600 700 800 1:o 90 80 :: EEEEJ PSI 50 40 20 10 Palomar Airport Building#1 Page: Water Curves for Src: 1 900 1000 1100 1200 1300 1400 1500 B 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi © gpm Supply Curve©Src: 1 A:95@0 - B:86.2@1307.4 - C:85@1404 Demand Curve @ Src: 1 13.5 @0 - D :74.5 c 1307.4 End Head Pressure Responce 0@0 - E:0@1307.4 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation X Y Re Pre Dice 1 Src [...] -4.0 734.2 156.6 74.5 0.0 500 Head 8.00 17.3 393.2 460.9 11.2 - 501 Head 8.00 17.3 385.9 460.9 10.9 - 502 Head 8.00 17.3 378.5 460.9 10.7 - 503 Head 8.00 17.3 371.2 460.9 10.6 - 504 Head 8.00 17.3 363.9 460.9 12.5 - 505 Head 8.00 17.3 393.2 455.3 11.2 26.8 506 Head 8.00 17.3 385.9 455.3 10.9 26.4 507 Head 8.00 17.3 378.5 455.3 10.7 26.2 508 Head 8.00 17.3 371.2 455.3 10.6 26.1 509 Head 8.00 17.3 363.9 455.3 12.5 28.3 510 Head 8.00 17.3 393.2 445.4 11.4 27.0 511 Head 8.00 17.3 385.9 445.4 11.0 26.6 512 Head 8.00 17.3 378.5 445.4 10.9 26.4 513 Head 8.00 17.3 371.2 445.4 10.8 26.3 514 Head 8.00 17.3 363.9 445.4 12.7 28.5 515 Head 8.00 17.3 393.2 435.5 12.1 27.8 516 Head 8.00 17.3 385.9 435.5 11.7 27.4 517 Head 8.00 17.3 378.5 435.5 11.5 27.1 518 Head 8.00 17.3 371.2 435.5 11.4 27.0 519 Head 8.00 17.3 363.9 435.5 13.5 29.4 520 Head 8.00 17.3 393.2 425.6 11.3 26.8 521 Head 8.00 17.3 385.9 425.6 10.9 26.4 522 Head 8.00 17.3 378.5 425.6 10.7 26.2 523 Head 8.00 17.3 371.2 425.6 10.7 26.1 524 Head 8.00 17.3 363.9 425.6 13.8 29.7 525 Head 8.00 17.3 393.2 415.7 10.6 26.1 526 Head 8.00 17.3 385.9 415.7 10.3 25.7 527 Head 8.00 17.3 378.5 415.7 10.1 25.5 528 Head 8.00 17.3 371.2 415.7 10.1 25.4 529 Head 8.00 17.3 363.9 415.7 13.9 29.9 530 Head 8.00 17.3 393.2 405.8 10.5 25.9 531 Head 8.00 17.3 385.9 405.8 10.1 25.5 532 Head 8.00 17.3 378.5 405.8 10.0 25.3 533 Head 8.00 17.3 371.2 405.8 9.9 25.2 534 Head 8.00 17.3 363.9 405.8 14.3 30.3 189 Hose 500.0 -4.0 714.2 538.6 71.9 500.0 415 FPLD 5.0 -4.0 719.2 477.6 66.8 - 61 Node - -4.0 729.2 676.6 72.2 - 62 Node - -4.0 677.2 676.6 72.3 - 63 Node - -4.0 392.2 640.6 72.8 - 64 Node - -4.0 172.2 640.6 73.1 - 65 Node - -4.0 22.2 640.6 73.3 - 67 Node - -4.0 677.2 612.6 72.4 - 68 Node - . -4.0 457.2 612.6 72.7 - 69 Node - -4.0 392.2 612.6 72.8 - 119 Node - -4.0 729.2 538.6 72.0 - 129 Node - -4.0 22.2 522.8 73.5 - 242 Node - 27.2 708.0 477.6 51.3 - 239 Node - 10.0 714.2 477.6 59.8 - 417 Node - 2.0 714.2 477.6 63.4 - 416 Node - 1.0 714.2 477.6 63.9 - 181 Node - -4.0 714.2 477.6 66.2 - 241 Node - 10.0 708.0 477.6 59.4 - 180 Node - -4.0 729.2 477.6 72.0 - 244 Node - 27.2 708.0 465.6 50.7 - 247 Node - 15.3 708.0 465.6 55.0 - 183 Node - -4.0 22.2 440.6 73.6 - 184 Node - -4.0 -62.8 440.6 73.8 - 248 Node - 15.3 708.0 433.6 49.2 - 77 Node - 17.2 706.9 433.6 48.2 - 74 Node - 15.2 706.9 433.6 49.1 - 542 Node .- 15.3 393.2 433.6 15.7 - 550 Node - 15.3 363.9 433.6 15.0 - 541 Node - 17.3 393.2 433.6 12.3 - 543 Node - 17.3 385.9 433.6 12.0 - 544 Node - 15.3 385.9 433.6 15.3 - 545 Node - 17.3 378.5 433.6 11.8 - 546 Node - 15.3 378.5 433.6 15.1 - 547 Node - 17.3 371.2 433.6 11.7 - 548 Node - 15.3 371.2 433.6 15.0 - 549 Node - 17.3 363.9 433.6 13.8 - 78 1 Node j 17.2 1706.9 1400.4 1 42.6 - OmniCADD Hydrauliä Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 5 NODES #jJJVue X Y ResPres. Discharge I ft ft ft JiJgpm 76 Node - 17.3 363.9 400.4 17.9 - 185 Node - _Evation -4.0 729.2 290.6 73.3 - 187 Node - -4.0 729.2 156.6 74.5 - 188 Node - -4.0 -62.8 129.6 74.2 - OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 6 PIPES Start/End Nodes - Material Size Length Pres. Fr. Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation ResPres Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft Psi gp_ ________ ft psi/ft psi _9pL ft/s 500 505 Head 8.00 17.3 11.2 26.8 Dyna Flow 1-1/2 0.000 0.000 0.0 0.0 Branch Line 500 Head 8.00 17.3 11.2 - 120 1.500 0.0 0.000 - 1.752 5.5 0.000 501 506 Head 8.00 17.3 10.9 26.4 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 501 Head 8.00 17.3 10.9 - 120 1.500 0.0 0.000 - 1.752 5.5 0.000 502 507 Head 8.00 17.3 10.7 26.2 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 502 Head 8.00 17.3 10.7 - 120 1.500 0.0 0.000 - 1.752 5.5 0.000 503 508 Head 8.00 17 10.6 26.1 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 503 Head 8.00 17.3 10.6 - 120 1.500 0.0 0.000 - 1.752 5.5 0.000 504 509 Head 8.00 17.3 12.5 28.3 Dyna Flow 1-1/2 5.5 0.000 0.000 0.0 0.0 Branch Line 504 Head 8.00 17.3 12.5 - 120 1.500 0.0 0.000 1.752 5.5 0.000 505 510 Head 8.00 - 17.3 11.4 27.0 Dyna Flow 1-1/2 9.9 0.018 0.182 26.8 3.6 Branch Line 505 Head 8.00 17.3 11.2 26.8 120 1.500 0.0 0.000 ___ - 1.752 9.9 0.085 506 511 Head 8.00 17.3 11.0 26.6 Dyna Flow 1-1/2 9.9 0.018 0.177 26.4 3.5 Branch Line 506 Head 8.00 17.3 10.9 26.4 120 1.500 0.0 0.000 - 1.752 9.9 0.083 507 512 Head 8.00 17.3 10.9 26.4 Dyna Flow 1-1/2 9.9 0.018 0.174 26.2 3.5 Branch Line 507 Head 8.00 17.3 10.7 26.2 120 1.500 0.0 0.000 _______ _____ - 1.752 9.9 0.082 508 513 Head 8.00 17.3 10.8 26.3 Dyna Flow 1-1/2 9.9 0.018 0.173 26.1 3.5 Branch Line 508 Head 8.00 17.3 10.6 26.1 120 1.500 0.0 0.000 - 1.752 9.9 0.081 509 514 Head 8.00 17.3 12.7 28.5 Dyna Flow 1-1/2 9.9 0.020 0.202 28.3 3.8 Branch Line 509 Head 8.00 17.3 12.5 28.3 120 1.500 0.0 0.000 ______ ________ ________ - 1.752 9.9 0.096 510 515 Head 8.00 17.3 --f7-.3 ---f2-.-l 12.1 27.8 Dyna Flow 1-1/2 9.9 0.067 0.662 53.8 7.2 Branch Line 510 Head 8.00 17.3 11.4 27.0 120 1.500 0.0 0.000 - 1.752 9.9 0.345 511 516 Head 8.00 17.3 11.7 27.4 Dyna Flow 1-1/2 9.9 0.065 0.643 53.0 7.0 - Branch Line 511 Head 8.00 17.3 11.0 26.6 120 1.500 0.0 0.000 - 1.752 9.9 0.334 512 517 Head 8.00 17.3 11.5 27.1 Dyna Flow 1-1/2 9.9 0.064 0.634 52.5 7.0 Branch Line 512 Head 8.00 17.3 10.9 26.4 120 1.500 0.0 0.000 - 1.752 9.9 0.329 513 518 Head 8.00 17.3 11.4 27.0 Dyna Flow 1-1/2 9.9 0.064 0.630 52.4 7.0 Branch Line 513 Head 8.00 17.3 10.8 26.3 120 1.500 0.0 0.000 - 1.752 9.9 0.327 514 519 Head 8.00 17.3 13.5 29.4 Dyna Flow 1-1/2 9.9 0.074 0.733 56.9 7.6 Branch Line 514 Head 8.00 17.3 12.7 28.5 120 1.500 0.0 0.000 - 1.752 9.9 0.385 515 515 Head 8.00 17.3 12.1 27.8 Dyna Flow 1-1/2 1.9 0.144 0.281 -81.6 10.9 Branch Line 541 Node - 17.3 12.3 - 120 1.500 0.0 0.000 - 1.752 1.9 0.793 516 516 Head 8.00 17.3 11.7 27.4 Dyna Flow 1-1/2 1.9 0.140 0.273 -80.3 10.7 Branch Line 543 Node - 17.3 12.0 120 1.500 0.0 0.000 - 1.752 1.9 0.769 517 517 Head 8.00 17.3 11.5 27.1 Dyna Flow 1-1/2 1.9 0.138 0.269 -79.7 10.6 Branch Line 545 Node - 17.3 11.8 - 120 1.500 0.0 0.000 - 1.752 1.9 0.756 518 518 Head iö 17.3 11.4 27.0 Dyna Flo 1-1/2 1.9 0.138 0.267 -79.4 10.6 Branch Line 547 Node - 17.3 11.7 - 120 1.500 0.0 0.000 - 1.752 1.9 0.752 519 519 Head 8.00 17.3 13.5 29.4 Dyna Flow 1-1/2 1.9 0.160 0.311 -86.2 11.5 Branch Line 549 Node - 17.3 13.8 - 120 1.500 0.0 0.000 1.752 1.9 0.886 520 525 Head 8.00 17.3 10.6 26.1 Dyna Flow 1-1/2 9.9 0.063 0.621 -52.0 6.9 Branch Line 520 Head 8.00 17.3 11.3 26.8 120 1.500 0.0 0.000 - 1.752 9.9 0.322 521 520 Head 8.00 17.3 11.3 26.8 Dyna Flow 1-1/2 8.0 0.136 1.078 -78.8 10.5 Branch Line 541 F'40de - 17.3 12.3 - 120 1.500 0.0 0.000 __ - 1.752 8.0 0.740 522 526 8.00 17.3 10.3 25.7 Dyna Flow 1-1/2 9.9 0.061 0.603 -51.2 6.8 Branch Line 521 Head 8.00 17.3 10.9 26.4 120 1.500 0.0 0.000 - 1.752 9.9 0.312 1 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length FrLoss Pres.Elev.Loss Flow Velocity Type -_______ ------- # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi gpm ________ _________ ft psi/ft psi gpm ft/s 523 521 Head 8.00 17.3 10.9 26.4 Dyna Flow 1-1/2 8.0 0.132 1.048 -77.6 10.3 Branch Line 543 Node - 17.3 12.0 - 120 1.500 0.0 0.000 - 1.752 8.0 0.718 524 527 Head 8.00 17.3 10.1 25.5 Dyna Flow 1-1/2 9.9 0.060 0.594 -50.7 6.8 Branch Line 522 Head 8.00 17.3 10.7 26.2 120 1.500 0.0 0.000 _______ - 1.752 9.9 0.307 525 522 Head 8.00 17.3 10.7 26.2 Dyna Flow 1-1/2 8.0 0.130 1.032 -77.0 10.2 Branch Line 545 Node - 17.3 11.8 - 120 1.500 0.0 0.000 - 1.752 8.0 0.706 526 528 Head 8.00 17.3 10.1 25.4 Dyna Flow 1-1/2 9.9 0.060 0.591 -50.6 6.7 Branch Line 523 Head 8.00 17.3 10.7 26.1 120 1.500 0.0 0.000 ____ - 1.752 9.9 0.305 527 523 Head -O 8.6 ---i7 .3 10.7 26.1 Dyna Flow 1-1/2 8.0 0.129 1.026 -76.7 10.2 Branch Line 547 Node - 17.3 11.7 - 120 1.500 0.0 0.000 - 1.752 8.0 0.701 530 530 Head 8.00 17.3 10.5 25.9 Dyna Flow 1-1/2 9.9 0.017 0.171 -25.9 3.4 Branch Line 525 Head 8.00 17.3 10.6 26.1 120 1.500 0.0 0.000 ___ - 1.752 9.9 0.080 531 531 Head 8.00 17.3 10.1 25.5 Dyna Flow 1-1/2 9.9 0.017 0.166 -25.5 3.4 Branch Line 526 Head 8.00 17.3 10.3 25.7 120 1.500 0.0 0.000 _______ _______ - 1.752 9.9 0.077 532 532 Head 8.00 17.3 10.0 25.3 Dyna Flow 1-1/2 9.9 0.017 0.164 -25.3 3.4 Branch Line 527 Head 8.00 17.3 10.1 25.5 120 1.500 0.0 0.000 - 1.752 9.9 0.076 533 533 Head 8.00 17.3 9.9 25.2 Dyna Flow 1-1/2 9.9 0.016 0.163 -25.2 3.4 Branch Line 528 Head 8.00 17.3 10.1 25.4 120 1.500 0.0 0.000 - 1.752 9.9 0.076 528 529 Head 8.00 17.3 13.9 29.9 Dyna Flow 2 9.9 0.015 0.147 44.8 3.7 Branch Line 524 Head 8.00 17.3 13.8 29.7 120 2.000 0.0 0.000 _____ - 2.227 9.9 0.092 529 524 Head 8.00 17.3 13.8 29.7 Dyna Flow 2 8.0 0.002 0.016 15.1 1.2 Branch Line 549 Node - 17.3 13.8 - 120 2.000 0.0 0.000 - 2.227 8.0 0.010 534 534 Head 8.00 17.3 14.3 30.3 Dyna Flow 2 9.9 0.038 0.378 74.7 6.2 Branch Line 529 Head 8.00 17.3 13.9 29.9 120 2.000 0.0 0.000 - 2.227 9.9 0.255 76 534 Head 8.00 17.3 14.3 30.3 Dyna Flow 2 5.3 0.072 3.615 -105.0 8.6 Branch Line 76 Node - 17.3 17.9 - 120 2.000 45.2 0.000 5E10 2.227 50.6 0.503 79 77 Node - 17.2 48.2 - Dyna Flow 2 33.1 0.072 5.603 105.0 8.6 Branch Line 78 Node - 17.2 42.6 - 120 2.000 45.2 0.000 5EI01 2.227 78.4 0.503 80 76 Node - 17.3 17.9 - Dyna Flow 2 343.1 0.072 24.533 -105.0 8.6 Branch Line 78 Node - 17.2 42.6 - 120 2.000 0.0 0.018 - 2.227 343.1 0.503 78 74 Node - 15.2 49.1 - Dyna Flow 2-1/2 2.0 0.027 0.053 105.0 5.8 Branch Line 77 Node - 17.2 48.2 - 120 2.500 0.0 0.866 - 2.731 2.0 0.223 545 542 Node - 15.3 15.7 - Dyna Flow 2 2.0 0.157 2.519 160.3 13.2 Riser Nipple 541 Node - 17.3 12.3 - 120 2.000 14.1 0.866 T 2.227 16.1 1.174 549 550 Node - 15.3 15.0 - Dyna Flow 2 2.0 0.035 0.314 71.1 5.9 Riser Nipple 549 :Node - 17.3 13.8 - 120 2.000 7.0 0.866 E 2.227 9.0 0.231 546 544 Node - 15.3 15.3 - Dyna Flow 2 2.0 0.153 2.449 157.9 13.0 Riser Nipple 543 Node - 17.3 12.0 - 120 2.000 14.1 0.866 T 2.227 16.1 1.139 547 546 Node 15.3 1 5 - Dyna Flow 2 2.0 0.150 2.411 156.6 12.9 Riser Nipple 545 Node - 17.3 11.8 - 120 2.000 14.1 0.866 T 2.227 16.1 1.120 548 548 Node - 15.3 15.0 - Dyna Flow 2 2.0 0.150 2.397 156.1 12.9 Riser Nipple 547 Node - 17.3 11.7 - 120 2.000 14.1 0.866 T 2.227 16.1 1.113 74 74 Node - 15.2 49.1 Dyna Flow 4 1.1 0.125 0.135 -807.1 17.7 Cross Main 248 Node - 15.3 49.2 - 120 4.000 0.0 0.018 ______ - 4.314 1.1 550 542 Node 15.3 15.7 - Dyna Flow 4 Cross 74 313.8 0.097 33.165 -702.1 15.4 Node -15.2 49.1 - 120 4.000 31.4 0.018 2.112 t _______ ________ ________ 2E4 4.314 345.2 1.598 OmniCADD Hydraulic Calculation Software v. 2.3 tugust 26, 2005 04:29 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type -- ________ ________ ----- # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi _ ft psi/ft psi ft/s 551 544 Node - 15.3 15.3 - Dyna Flow 4 7.3 0.060 0.436 -541.7 11.9 Cross Main 542 Node - 15.3 15.7 - 120 4.000 0.0 0.000 - 4.314 7.3 0.952 554 550 Node - 15.3 15.0 - Dyna Flow 4 7.3 - 0.001 0.010 -71.1 1.6 Cross Main 548 Node - 15.3 15.0 - 120 4.000 0.0 0.000 - 4.314 7.3 0.016 552 546 Node - 15.3 15.1 - Dyna Flow 4 7.3 0.032 0.231 -383.8 8.4 Cross Main 544 Node - 15.3 15.3 - 120 4.000 0.0 0.000 ___ - 4.314 7.3 0.478 553 548 No de - 15.3 15.0 - Dyna Flow 4 7.3 0.012 0.087 -227.2 5.0 Cross Main 546 Node - 15.3 15.1 - 120 4.000 0.0 0.000 - 4.314 7.3 0.167 fm51 247 Node - 15.3 55.0 - Dyna Flow 4 32.0 0.125 5.685 807.1 17.7 Feed Main 248 Node - 15.3 49.2 - 120 4.000 13.7 0.000 E 4.314 45.7 2.112 fm45 241 Node - 10.0 59.4 - Dyna Flow 6 17.2 0.019 0.650 807.1 8.1 Feed Main 242 Node - 27.2 51.3 - 120 6.000 18.1 7.437 _ E 6.385 35.3 0.440 fm47 242 Node - 27.2 51. - Dyna Flow 6 12.0 0.019 0.555 807.1 8.1 Feed Main 244 Node - 27.2 50.7 - 120 6.000 18.1 0.000 __ E - 6.385 30.1 0.440 fm42 417 Node - 2.0 63.4 - Dyna Flow 6 8.0 0.019 0.147 807.1 8.1 Feed Main 239 Node - 10.0 59.8 - 120 6.000 0.0 3.464 - 6.385 8.0 0.440 fm44 239 Node - 10.0 59.8 - Dyna Flow 6 6.2 0.019 0.448 807.1 8.1 Feed Main 241 Node - 10.0 59.4 - 120 6.000 18.1 0.000 El 6.385 24.3 0.440 fm5 416 Node - 1.0 63.9 - Dyna Flow 6 1.0 0.019 0.018 807.1 8.1 Feed Main 417 Node - 2.0 63.4 - 120 6.000 0.0 0.433 ________ - 6.385 1.0 0.440 fm50 244 Node - 27.2 50.7 - Dyna Flow 6 11.9 0.019 0.925 807.1 8.1 Feed Main 247 Node - 15.3 55.0 - 120 6.000 38.3 5.160 ________ ________ ________ T 6.385 50.2 0.440 up27 415 FPLD 5.0 -4.0 66.8 - Ductile 8 5.0 0.004 0.585 807.4 4.6 Underground 181 Node - -4.0 66.2 - 140 8.000 160.2 0.000 _______ 3ET12 8.450 165.2 0.144 up18 180 1d -4.0 72.0 - ___ - Ductile 8 10.0 0.004 0.265 807.4 4.6 Underground 415 FPLD 5.0 -4.0 66.8 - 140 8.000 64.9 0.000 __ TG 8.450 74.9 0.144 up28 181 Node - TTO 66.2 - Ductile 8 5.0 0.004 0.124 807.4 4.6 Underground 416 Node - 1.0 63.9 - 140 8.000 29.9 2.165 E 8.450 34.9 0.144 up25 187 Node - -4.0 74.5 - Ductile 10 5.0 0.003 0.016 -1307.3 5.0 Underground 1 Src [...] -4.0 74.5 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.168 up26 187 Node -4.0 74.5 - Ductile 10 792.5 0.000 0.255 375.6 1.4 Underground 188 Node - -4.0 74.2 - 140 10.000 0.0 0.000 _____ - 10.340 792.5 0.014 up14 119 Node - -4.0 72.0 - PVC200 8 15.0 0.002 0.126 500.0 3.5 Underground 189 Hose 500.0 -4.0 71.9 500.0 150 8.000 45.7 0.000 TG 7.660 60.7 0.082 up3 62 Node - -4.0 72.3 - PVC200 8 52.0 0.001 0.089 375.6 2.6 Underground 61 Node - -4.0 72.2 - 150. 8.000 21.1 0.000 _ E 7.660 73.1 0.046 up4 61 Node - -4.0 72.2 - PVC200 8 138.0 0.001 0.168 375.6 2.6 Underground 119 Node -4.0 72.0 - 150 8.000 0.0 0.000 - 7.660 138.0 0.046 up5 67 Node - -4.0 72.4 - PVC200 8 64.0 0.001 0.104 375.6 2.6 Underground 62 Node - -4.0 72.3 - 150 8.000 21.1 0.000 E 7.660 85.1 0.046 up6 64 Node - -4.0 73.1 - PVC200 8 220.0 0.001 0.294 375.6 2.6 Underground 63 Node - -4.0 72.8 - 150 8.000 21.1 0.000 E 7.660 241.1 0.046 up7 63 Node - -4.0 72.8 - PVC200 8 28.0 0.001 0.060 375.6 2.6 Underground 69 Node - -4.0 72.8 - 150 8.000 21.1 0.000 E 7.660 49.1 0.046 up8 65 Node -4.0 73.3 - PVC200 8 150.0 0.001 0.209 375.6 2.6 Underground 64 Node - -4.0 73.1 - 150 8.000 21.1 0.000 E 7.660 171.1 0.046 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes # Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi ft psi/ft psi 9PL ft/s uplO 129 Node - -4.0 - 73.5 - - PVC200 8 117.8 0.001 0.144 375.6 2.6 Underground 65 Node - -4.0 73.3 - 150 8.000 0.0 0.000 - 7.660 117.8 0.046 upli 68 Node - -4.0 72.7 - PVC200 8 220.0 0.001 0.294 375.6 2.6 Underground 67 Node - -4.0 72.4 - 150 8.000 21.1 0.000 E 7.660 241.1 0.046 up12 69 Node - -4.0 72.8 - - PVC200 8 65.0 0.001 0.079 375.6 2.6 Underground 68 Node - -4.0 72.7 - 150 8.000 0.0 0.000 ________ - 7.660 65.0 0.046 up15 119 Node - -4.0 72.6--- PVC200 8 61.0 0.000 0.010 -124.4 0.9 Underground 180 Node - -4.0 72.0 - 150 8.000 0.0 0.000 _______ _______ _______ - 7.660 61.0 0.005 upl7 129 Node - -4.0 73.5 PVC200 8 82.2 0.001 0.151 -375.6 2.6 Underground 183 Node - -4.0 73.6 - 150 8.000 41.1 0.000 _______ _______ ________ T 7.660 123.4 0.046 upl9 180 Node - -4.0 72.0 - PVC200 8 187.0 0.007 1.225 -931.6 6.5 Underground 185 Node - -4.0 73.3 - 150 8.000 0.0 0.000 ________ - 7.660 187.0 0.283 up 2l 183 No de - 4O 73.6 - PVC200 8 85.0 0.001 0.129 -375.6 2.6 Underground 184 Node - -4.0 73.8 - 150 8.000 21.1 0.000 ________ ________ E 7.660 106.1 0.046 up22 184 Node - -4.0 73.8 - PVC200 8 311.0 0.001 0.435 -375.6 2.6 Underground 188 Node - -4.0 74.2 - 150 8.000 45.7 0.000 _______ __ TG 7.660 356.7 0.046 up24 185 Node - -4.0 73.3 - PVC200 8 134.0 0.007 1.177 -931.6 6.5 Underground 187 Node - -4.0 74.5 - 150 8.000 45.7 0.000 _______ TG 7.660 1 179.7 0.283 OmniCADD Hydraulic Calculation Software v. 2.3 August 26, 2005 04:29 PM Palomar Airport Building#1 Page: 1( FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 /f5 Fire Protection Systems Corp. Palomar Airport Building 1 Overhead Fire Sprinkler Material Submittal Phase 1 5/26/05 179 Roymar Road, Suite G • Oceanside, CA 92054 • Phone (760) 722-2455 • Fax (760) 722-2456 • License # C16-709152 CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and requc tests, notations hereon, conditions in correspondence and conformance wtJ fw appJicab7eg ions. The stamping of thesfØlan all not be held to orape nof any l/ liii C C P Y HYDRAULIC CALCULATIONS for HANGAR 1 & 2 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date May 27, 2005 N:\Palomar Airport Hgr - Carlsbad .- 05-0058-2\Hydraulic Calculations\Submittal0l \05-0058-2_Palomar_Airport_Bldl_R1.hcp Design Data: Remote Area Location REMOTE AREA 1 Occupancy Classification EXTRA HAZARD GROUP 1 Density , 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 22 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1186.1 gpm Name of Contractor Pro-Tech Fire Protection Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose 1186.1 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 682.2 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.508 gpm Maximum Imbalance 5.0 gpm Maximum Velocity @ Pipe: rn27 23.2 ft/s Maximum Fr. Loss @ Pipe: rn27 0.639 psi/ft Average Density 0.34 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE:1 Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 87.7 psi Required Pressure 78.1 psi Safety Factor 10.9%, 9.6 psi Water Flowing 1186.1 gpm S S OmniCADD Hydraulic Calculation Software v. 2.3 -. - Page: 1200 1300 1400 1500 May 27, 2005 03:31 Palomar AiBuilding#1 Water Curves for Src: 0 200 400 500 600 700 800 900 1000 1100 1::f 901 80 70 60 PSI 50 ---------------------- 40 30 ---------------------------------------------- - - 20 10 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi © gpm Supply Curve @ Src:1 1 A:95@0 - B:87.7@1186.1 - C:85@1404 Demand Curve©Src: 1 ]_16.3©O -D:78.1@1186.1 End Head Pressure Responce j 0@0 - E:0@1186.1 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation X V Res. Pres. Discharge ft ft ft psi gpm 1 Src [...] -4.0 734.2 156.6 78.1 0.0 204 Head 8.00 33.8 262.5 600.5 21.7 - 5 Head 8.00 33.7 284.0 599.3 21.2 - 6 Head 8.00 33.8 273.5 598.8 21.3 - 203 Head 8.00 33.8 262.5 593.4 21.7 - 10 Head 8.00 33.7 284.0 589.8 21.2 - 11 Head 8.00 33.8 273.5 589.8 21.3 - 202 Head 8.00 33.8 262.5 586.3 21.4 - 14 Head 8.00 33.8 239.3 585.9 26.5 - 15 Head 8.00 33.8 284.0 580.3 17.3 - 16 Head 8.00 33.8 273.5 580.3 17.4 - 201 Head 8.00 33.8 262.5 579.1 19.9 - 200 Head 8.00 33.8 262.5 572.0 18.5 - 23 Head 8.00 33.8 284.0 570.8 15.3 31.3 24 Head 8.00 33.8 273.5 570.8 15.4 31.4 199 Head 8.00 33.8 262.5 564.9 17.0 - 28 Head 8.00 33.8 284.0 561.3 14.4 30.3 29 Head 8.00 33.8 273.5 561.3 14.5 30.4 198 Head 8.00 33.8 262.5 557.8 15.5 31.5 33 Head 8.00 33.8 284.0 551.8 14.1 30.0 34 Head 8.00 33.8 273.5 551.8 14.1 30.1 197 Head 8.00 33.8 262.5 550.6 14.8 30.8 196 Head 8.00 33.8 262.5 543.5 14.6 30.5 38 Head 8.00 33.8 284.0 542.3 14.1 30.0 39 Head 8.00 33.8 273.5 542.3 14.1 30.1 195 Head 8.00 33.8 262.5 536.4 14.6 30.5 43 Head 8.00 33.8 284.0 532.8 14.2 30.1 44 Head 8.00 33.8 273.5 532.8 14.3 30.2 194 Head 8.00 33.8 262.5 529.3 14.7 30.6 48 Head 8.00 33.8 284.0 523.3 14.8 30.8 49 Head 8.00 33.8 273.5 523.3 14.9 30.9 193 Head 8.00 33.8 262.5 522.1 15.2 31.2 192 Head 8.00 33.8 262.5 515.0 16.3 32.3 56 Head 8.00 33.8 284.0 513.8 16.3 32.3 57 Head 8.00 33.8 273.5 513.8 16.3 32.3 191 Head 8.00 33.8 262.5 507.9 18.4 34.3 205 Head 8.00 33.8 284.0 504.3 21.7 - 206 Head 8.00 33.8 273.5 504.3 21.7 - 207 Head 8.00 33.8 262.5 500.7 19.0 - 190 Hose 500.0 -4.0 35.1 440.6 75.4 500.0 189 FPLD 5.0 -4.0 32.2 522.8 70.2 - 61 Node - -4.0 729.2 676.6 77.1 - 62 Node - -4.0 677.2 676.6 77.0 - 63 Node - -4.0 392.2 640.6 76.2 - 64 Node - -4.0 172.2 640.6 75.9 - 65 Node - -4.0 22.2 640.6 75.6 - 66 Node - -4.0 172.2 615.6 75.9 - 67 Node - -4.0 677.2 612.6 76.9 - 68 Node - -4.0 457.2 612.6 76.4 - 69 Node - -4.0 392.2 612.6 76.3 - 70 Node - -4.0 457.2 596.6 76.4 - 72 Node - 30.9 294.0 587.4 25.6 - 73 Node - 33.8 273.5 587.4 21.3 - 74 Node - 31.0 273.5 587.4 25.7 - 76 Node - 31.0 262.5 587.4 26.1 - 77 Node - 33.8 251.0 587.4 25.8 - 78 Node - 31.0 251.0 587.4 26.9 - 79 Node - 33.8 239.3 587.4 26.5 - 80 Node - 31.0 239.3 587.4 27.6 - 81 Node - 33.8 227.3 587.4 27.1 - 82 Node - 31.0 227.3 587.4 28.3 - 83 Node - 33.8 216.8 587.4 27.6 - 84 Node - 31.0 216.8 587.4 28.8 - 85 Node - 33.8 207.8 587.4 28.1 - 86 Node - 31.0 207.8 587.4 29.2 - 87 Node - 33.8 198.5 587.4 28.5 - 88 Node - 31.0 198.5 587.4 29.7 - 89 Node - 33.8 189.0 587.4 28.9 - 90 Node - 31.0 189.0 587.4 30.1 91 Node - 33.8 179.5 587.4 29.3 92 Node - 31.0 179.5 587.4 30.5 93 Node - 33.8 170.0 587.4 29.7 94 Node - 31.0 1 170.0 1 587.4 1 30.9 I - OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Builcing#1 Page: 5 NODES # ype Value Elevation X Y Res. Pres. Discharge ft ft ft psi gp! 95 Node - 33.8 160.0 567.4 30.1 - 96 Node - 31.0 160.0 567.4 31.3 - 97 Node - 33.8 149.5 567.4 30.6 - 98 Node - 31.0 149.5 587.4 31.7 - 99 Node - 33.8 139.0 587.4 31.0 - 100 Node - 31.0 139.0 587.4 32.1 - 101 Node - 33.8 128.5 587.4 31.3 - 102 Node - 31.0 128.5 587.4 32.5 - 103 Node - 33.8 117.8 587.4 31.7 - 104 Node - 31.0 117.8 587.4 32.8 - 105 Node - 33.8 106.8 587.4 32.0 - 106 Node - 31.0 106.8 587.4 33.1 - 107 Node - 33.8 96.3 567.4 32.3 - 108 Node - 31.0 96.3 587.4 33.3 - 109 Node - 33.8 86.3 587.4 32.5 - 110 Node - 31.0 86.3 587.4 33.5 - 111 Node - 33.8 76.0 567.4 32.7 - 112 Node - 31.0 76.0 587.4 33.6 - 113 Node - 33.8 65.5 587.4 32.9 - 114 Node - 31.0 65.5 587.4 33.7 - 115 Node - 33.8 55.3 587.4 33.0 - 116 Node - 31.0 55.3 587.4 33.8 - 117 Node - 33.8 45.3 587.4 33.1 - 118 Node - 31.0 45.3 567.4 33.8 - 75 Node - 33.8 2 62. 5 587.4 21.7 - 71 Node - 33.7 284.0 587.4 21.2 - 119 Node - -4.0 729.2 538.6 77.4 - 120 Node - -4.0 714.2 538.6 77.4 - 121 Node - 31.0 42.5 524.8 42.6 - 122 Node - 10.0 42.5 524.8 54.9 - 123 Node - 10.0 37.2 524.8 56.6 - 124 Node - 2.0 37.2 524.8 66.5 - 125 Node - 2.0 37.2 522.8 67.0 - 126 Node - 1.0 37.2 522.8 67.5 - 127 Node - -4.0 37.2 522.8 69.7 - 129 Node - -4.0 22.2 522.8 75.3 - 131 Node - 33.8 284.0 506.5 21.7 - 132 Node - 31.0 284.0 506.5 27.3 - 133 Node - 33.8 273.5 506.5 21.7 - 134 Node - 31.0 273.5 506.5 27.3 - 135 Node - 33.8 262.5 506.5 19.0 - 136 Node - 31.0 262.5 506.5 27.5 - 137 Node - 33.8 251.0 506.5 26.5 - 138 Node - 31.0 251.0 506.5 27.8 - 139 Node - 33.8 239.3 506.5 27.0 - 140 Node - 31.0 239.3 506.5 28.2 - 141 Node - 33.8 227.3 506.5 27.4 - 142 Node - 31.0 227.3 506.5 28.7 - 143 Node - 33.8 216.8 506.5 27.9 - 144 Node - 31.0 216.8 506.5 29.1 - 145 Node - 33.8 207.8 506.5 28.2 - 146 Node - 31.0 207.8 506.5 29.4 - 147 Node - 33.8 198.5 506.5 28.6 - 148 Node - 31.0 198.5 506.5 29.8 - 149 Node - 33.8 189.0 506.5 29.0 - 150 Node - 31.0 189.0 506.5 30.2 - 151 Node - 33.8 179.5 506.5 29.4 - 152 Node - 31.0 179.5 506.5 30.6 - 153 Node - 33.8 170.0 506.5 29.8 - 154 Node - 31.0 170.0 506.5 31.0 - 155 Node - 33.8 160.0 506.5 30.3 - 156 Node - 31.0 160.0 506.5 31.5 - 157 Node - 33.8 149.5 506.5 30.7 - 158 Node - 31.0 149.5 506.5 31.9 - 159 Node - 33.8 139.0 506.5 31.2 - 160 Node - 31.0 139.0 506.5 32.4 - 161 Node - 33.8 128.5 506.5 31.7 - 162 Node - 31.0 128.5 506.5 32.9 - 163 Node 33.8 117.8 506.5 32.2 - 164 Node - 31.0 11.8 506.5 33.5 . - 165 Node - 33.8 106.8 506.5 32.7 - 166 Node - 31.0 106.8 506.5 34.0 - 167 Node - 33.8 96.3 1 506.5 33.3 - OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 6 NODES # Type Value Elevation X Y Res. Pres. Dsc!g ft ft ft psi gpm 168 Node - 31.0 96.3 506.5 34.6 - 169 Node - 33.8 86.3 506.5 33.8 - 170 Node - 31.0 86.3 506.5 35.2 - 171 Node - 33.8 76.0 506.5 34.4 - 172 Node - 31.0 76.0 506.5 35.8 - 173 Node - 33.8 65.5 506.5 35.1 - 174 Node - 31.0 65.5 506.5 36.6 - 175 Node - 31.0 55.3 506.5 37.3 - 176 Node - 33.8 55.3 506.5 35.7 - 177 Node - 33.8 45.3 506.5 36.5 - 178 Node - 31.0 45.3 506.5 38.2 - 179 Node - 31.0 42.5 506.5 39.7 - 180 Node - -4.0 729.2 477.6 77.5 - 181 Node - -4.0 714.2 477.6 77.5 - 183 Node - -4.0 22.2 440.6 75.4 - 184 Node - -4.0 -62.8 440.6 75.8 - 185 Node - -4.0 729.2 290.6 77.8 - 186 Node - -4.0 714.2 290.6 77.8 - 187 Node - -4.0 729.2 156.6 78.1 - 188 Node - -4.0 -62.8 129.6 77.2 - I OmniCADD Hydraulic Calculation Software v. 2.3 I I May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fitting_ Nom.Diam. lrit.Diam. Eq.Length Total Le Fr.Loss __ Pres.Elev.Loss Pres.Vel.Loss Flow __ Velocity ______ Type # I Type Value Elevation Res.Pres. Discharge ft _p_ qpm ft psi/ft psi gpm ft/s b14 10 Head 8.00 33.7 21.2 - Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 5 Head 8.00 33.7 21.2 - 120 1.500 0.0 0.000 - 1.752 9.5 0.000 b15 11 Head 8.00 33.8 21.3 - Dyna Flow 1-1/2 9.0 0.000 0.000 0.0 0.0 Branch Line 6 Head 8.00 33.8 21.3 - 120 1.500 0.0 0.000 - 1.752 9.0 0.000 b197 203 Head 8.00 33.8 21.7 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 75 Node - 33.8 21.7 - 120 1.500 11.9 0.000 T 1.752 17.9 0.000 b19 71 Node - 33.7 21.2 - Dyna Flow 1-1/2 2.4 0.000 0.000 0.0 0.0 Branch Line 10 Head 8.00 33.7 21.2 - 120 1.500 11.9 0.000 T 1.752 14.4 0.000 bilO 73 Node - 33.8 21.3 - Dyna Flow 1-1/2 2.4 0.000 0.000 0.0 0.0 Branch Line 11 Head 8.00 33.8 21.3 - 120 1.500 11.9 0.000 T 1.752 14.4 0.000 b196 202 Head 8.00 33.8 21.4 - Dyna Flow 1-1/2 7.1 0.207 1.469 98.9 13.2 Branch Line 201 Head 8.00 33.8 19.9 - 120 1.500 0.0 0.000 - 1.752 7.1 1.167 b112 75 Node - 33.8 21.7 - Dyna Flow 1-1/2 1.1 0.207 0.232 98.9 13.2 Branch Line 202 Head 8.00 33.8 21.4 - 120 1.500 0.0 0.000 - 1.752 1.1 1.167 b116 14 Head 8.00 33.8 26.5 - Dyna Flow 1-1/2 1.5 0.005 0.063 12.8 1.7 Branch Line 79 Node - 33.8 26.5 - 120 1.500 11.9 0.000 _ T 1.752 13.4 0.020 b164 139 Node - 33.8 27.0 - Dyna Flow 1-1/2 79.4 0.005 0.430 12.8 1.7 Branch Line 14 Head 8.00 33.8 26.5 - 120 1.500 11.9 0.000 T 1.752 91.3 0.020 b117 23 Head 8.00 33.8 15.3 31.3 Dyna Flow 1-1/2 9.5 0.204 1.934 -98.3 13.1 Branch Line 15 Head 8.00 33.8 17.3 - 120 1.500 0.0 0.000 - 1.752 9.5 1.151 b118 71 Node - 33.7. 21.2 - Dyna Flow 1-1/2 7.1 0.204 3.865 98.3 13.1 Branch Line 15 Head 8.00 33.8 17.3 - 120 1.500 11.9 0.022 T 1.752 19.0 1.151 b119 24 Head 8.00 33.8 15.4 31.4 Dyna Flow 1-1/2 9.5 0.206 1.955 -98.9 13.2 Branch Line 16 Head 8.00 33.8 17.4 - 120 1.500 0.0 0.000 - 1.752 9.5 1.165 10 16 Head 8.00 33.8 17.4 - Dyna Flow 1-1/2 7.1 0.206 3.907 -98.9 13.2 Branch Line 73 Node - 33.8 21.3 - 120 1.500 11.9 0.000 T 1.752 19.0 1.165 b195 201 Head 8.00 33.8 19.9 - Dyna Flow 1-1/2 7.1 0.207 1.469 98.9 13.2 Branch Line 200 Head 8.00 33.8 18.5 - 120 1.500 0.0 0.000 - 1.752 7.1 1.167 ô Head 8.00 33.8 18.5 - Dyna Flow 1-1/2 7.1 0.207 1.469 98.9 13.2 Branch Line 199 Head 8.00 33.8 17.0 - 120 1.500 0.0 0.000 - 1.752 7.1 1.167 b127 28 Head 8.00 33.8 14.4 30.3 Dyna Flow 1-1/2 9.5 0.100 0.950 -66.9 8.9 Branch Line 23 Head 8.00 33.8 15.3 31.3 120 1.500 0.0 0.000 - 1.752 9.5 0.534 b128 29 Head ToO 33.8 14.5 30.4 Dyna Flow 1-1/2 9.5 0.102 0.963 -67.4 9.0 Branch Line 24 Head 8.00 33.8 15.4 31.4 120 1.500 0.0 0.000 - 1.752 9.5 0.542 biO 199 Head ToO 33.8 17.0 - Dyna Flow 1-1/2 7.1 0.207 1.469 98.9 13.2 Branch Line 198 Head 8.00 33.8 15.5 31.5 120 1.500 0.0 0.000 - 1.752 7.1 1.167 b132 33 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.033 0.311 -36.6 4.9 Branch Line 28 Head ~ 8.001 33.8 14.4 30.3 120 1.500 0.0 0.000 - 1.752 9.5 0.160 b133 34 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 9.5 0.034 0.318 -37.0 4.9 Branch Line 29 Head 8.00 33.8 14.5 30.4 120 1.500 0.0 0.000 - 1.752 9.5 0.163 b192 198 Head 8.00 33.8 15.5 31.5 Dyna Flow 1-1/2 7.1 0.102 0.722 67.4 9.0 Branch Line 197 Head 8.00 33.8 14.8 30.8 120 1.500 0.0 0.000 - 1.752 7.1 0.542 i Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.001 0.013 -6.6 0.9 Branch Line 33 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.005 b138 39 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 9.5 0.002 0.014 -6.9 0.9 Branch Line 34 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.006 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 8 PIPES # Start/End Nodes - Material HWC Size Nom.Diam. Length Eq.Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type - Value Elevation Res.Pres. Discharge • Fittings lnt.Diam. Total Length Pres.Vel.Loss ! - ft psi gpm _________ ft psi/ft psi _gpm ft/s b191 197 Head 8.00 33.8 14.8 30.8 Dyna Flow 1-1/2 7.1 0.033 0.234 36.6 4.9 Branch Line 196 Head 8.00 33.8 14.6 30.5 120 1.500 0.0 0.000 - 1.752 7.1 0.160 b190 196 Head 8.00 33.8 14.6 30.5 Dyna Flow 1-1/2 7.1 0.001 0.009 6.1 0.8 Branch Line 195 Head 8.00 33.8 14.6 30.5 120 1.500 0.0 0.000 - 1.752 7.1 0.004 b142 43 Head 8.00 33.8 14.2 30.1 Dyna Flow 1-1/2 9.5 0.014 0.136 23.4 3.1 Branch Line 38 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.065 b143 44 Head 8.00 33.8 14.3 30.2 Dyna Flow 1-1/2 9.5 0.014 0.133 23.1 3.1 Branch Line 39 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 . 0.000 - 1.752 9.5 0.064 b189 1195 Head 8.00 33.8 14.6 30.5 Dyna Flow 1-1/2 7.1 0.016 0.110 -24.4 3.3 Branch Line 194 Head 8.00 33.8 14.7 30.6 120 1.500 0.0 0.000 - 1.752 7.1 0.071 b147 48 Head 8.00 33.8 14.8 30.8 Dyna Flow 1-1/2 9.5 0.066 0.629 53.6 7.1 Branch Line 43 Head 8.00 33.8 14.2 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.342 b148 49 Head 8.00 33.8 14.9 30.9 Dyna Flow 1-1/2 9.5 0.066 0.625 53.4 7.1 Branch Line 44 Head 6.00 33.8 14.3 30.2 120 1.500 0.0 0.000 - 1.752 9.5 0.339 bIBS 194 Head 8.00 33.8 14.7 30.6 Dyna Flow 1-1/2 7.1 0.070 0.497 -55.1 7.3 Branch Line 193 Head 8.00 33.8 15.2 31.2 120 1.500 0.0 0.000 - 1.752 7.1 0.362 b152 56 Head 8.00 33.8 16.3 32.3 Dyna Flow 1-1/2 9.5 0.154 1.458 84.4 11.2 Branch Line 48 Head 8.00 33.8 14.8 30.8 120 1.500 0.0 0.000 - 1.752 9.5 0.849 b153 57 Head 8.00 33.8 16.3 32.3 Dyna Flow 1-1/2 9.5 0.153 1.454 84.2 11.2 Branch Line 49 Head 8.00 33.8 14.9 30.9 120 1.500 0.0 0.000 - 1.752 9.5 0.846 b187 193 Head 8.00 33.8 15.2 31.2 Dyna Flow 1-1/2 7.1 0.160 1.139 -86.2 11.5 Branch Line 192 Head 8.00 33.8 16.3 32.3 120 1.500 0.0 0.000 - 1.752 7.1 0.886 b186 192 Head 8.00 33.8 16.3 32.3 Dyna Flow 1-1/2 7.1 0.289 2.052 -118.5 15.8 Branch Line 191 Head 8.00 33.8 18.4 34.3 120 1.500 0.0 0.000 - 1.752 7.1 1.675 b160 131 Node - 33.8 21.7 - Dyna Flow 1-1/2 7.3 0.280 5.378 116.7 15.5 Branch Line 56 Head 8.00 33.8 16.3 32.3 120 1.500 11.9 0.000 _______ T 1.752 19.2 1.622 T - 33.8 21.7 - Dyna Flow 1-1/2 7.3 0.280 5.370 116.6 15.5 Branch Line 57 Head 8.00 33.8 16.3 32.3 120 1.500 11.9 0.000 T 1.752 19.2 1.620 b185 191 Head 8.00 33.8 18.4 34.3 Dyna Flow 1-1/2 1.4 0.462 0.633 -152.8 20.3 Branch Line 135 Node - 33.8 19.0 - 120 1.500 0.0 0.000 - 1.752 1.4 2.784 bI14 ñ 33.8 25.8 - Dyna Flow 1-1/2 80.9 0.008 0.709 -16.7 2.2 Branch Line 137 Node - 33.8 26.5 - 120 1.500 11.9 0.000 T 1.752 92.8 0.033 i. Node - 33.8 27.4 - Dyna Flow 1-1/2 80.9 0.003 0.315 10.1 1.3 Branch Line 81 Node - 33.8 27.1 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.012 II T 33.8 27.9 - Dyna Flow 1-1/2 80.9 0.002 0.204 8.0 1.1 Branch Line 83 Node - 33.8 27.6 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.008 b167 7f4-5 Node - 33.8 28.2 - Dyna Flow 1-1/2 80.9 0.001 0.138 6.5 0.9 Branch Line 85 Node - 33.8 28.1 - 120 1.500 23.8 0.000 _ 2T 1.752 104.7 0.005 bi 17 - 33.8 28.6 - Dyna Flow 1-1/2 80.9 0.001 0.095 5.3 0.7 Branch Line 87 Node - 33.8 28.5 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.003 149 Node 33.8 29.0 - Dyna Flow 1-1/2 80.9 0.001 0.072 4.5 0.6 Branch Line 89 Node - 33.8 28.9 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.002 WO 151 Node 33.8 29.4 - Dyna Flow 1-1/2 80.9 0.001 0.065 4.3 0.6 Branch Line Node - 33.8 29.3 - 120 1.500 23.8 0.000 91 2T 1.752 104.7 0.002 b171 153 Node - 33.8 29.8 - Dyna Flow 1-1/2 80.9 0.001 0.074 4.6 0.6 Branch Line 93 Node - 33.8 29.7 - 120 1.500 23.8 0.000 2T1 1.752 I 104.7 0.003 OmniCADD Hydraulic Calculation Software v. 2.3 L I May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 9 PIPES I - Start/End Nodes Material Size Length Pres.Fr.Loss # - - HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.VeL Loss - ft psi gpm _________ ft psi/ft psi gpm ft/s b172 155 Node - 33.8 30.3 - Dyna Flow 1-1/2 80.9 0.001 0.103 5.5 0.7 Branch Line 95 Node - 33.8 30.1 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.004 b173 157 Node - 33.8 ________ 30.7 - Dyna Flow 1-1/2 80.9 0.001 0.155 6.9 0.9 Branch Line 97 Node - 33.8 30.6 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.006 b174 159 Node - 33.8 31.2 - Dyna Flow 1-1/2 80.9 0.002 0.234 8.6 1.1 Branch Line 99 Node - 33.8 31.0 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.009 b175 161 Node - 33.8 31.7 - Dyna Flow 1-1/2 80.9 0.003 0.349 10.6 1.4 Branch Line 101 Node - 33.8 31.3 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.013 b176 163 Node - 33.8 32.2 ________ - Dyna Flow 1-1/2 80.9 0.005 0.508 13.0 1.7 Branch Line 103 Node - 33.8 31.7 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.020 b177 165 Node - 33.8 32.7 - Dyna Flow 1-1/2 80.9 0.007 0.723 15.8 2.1 Branch Line 105 Node - 33.8 32.0 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.030 b178 167 Node - 33.8 33.3 - Dyna Flow 1-1/2 80.9 0.009 0.988 18.7 2.5 Branch Line 107 Node - 33.8 32.3 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.042 b179 169 Node - ______ 33.8 33.8 - Dyna Flow 1-1/2 80.9 0.012 1.304 21.7 2.9 Branch Line 109 Node - 33.8 32.5 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.056 b180 171 Node - 33.8 34.4 - Dyna Flow 1-1/2 80.9 0.016 1.700 25.0 3.3 Branch Line 111 Node - 33.8 32.7 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.075 b181 173 Node - 33.8 35.1 - Dyna Flow 1-1/2 80.9 0.021 2.186 28.7 3.8 Branch Line 113 Node - 33.8 32.9 - 120 1.500 23.8 0.000 2T .7 0.098 bI82 176 Node - ______ 33.8 _______ 35.7 ________ - Dyna Flow 1. 752r120444.7 1-1/2 .9 0.026 2.743 32.4 4.3 Branch Line 115 Node - 33.8 33.0 - 120 1.500 .8 0.000 2T 1.752 0.125 b183 177 Node - 33.8 36.5 - Dyna Flow 1-1/2 80.9 0.032 3.368 36.2 4.8 Branch Line 117 Node - 33.8 33.1 - 120 1.500 23.8 0.000 2T 1.752 104.7 ____ 0.157 i 74 Node - 31.0 25.7 - Dyna Flow 3 10.5 0.009 0.183 98.1 3.6 Branch Line 72 Node - 30.9 25.6 - 120 3.000 10.4 0.022 E 3.340 20.9 ____ 0.087 b162 203 iHead 8.00 33.8 21.7 - Dyna Thread 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 204 Head 8.00 33.8 21.7 - 120 1.500 0.0 0.000 - 1.639 7.1 0.000 b163 T - 33.8 21.7 - Dyna Thread 1-1/2 2.2 0.000 0.000 0.0 0.0 Branch Line 205 Head 8.00 33.8 21.7 - 120 1.500 8.6 0.000 T 1.639 10.8 0.000 133 - 33.8 21.7 - Dyna Thread 1-1/2 2.2 0.000 0.000 0.0 0.0 Branch Line 206 Head 8.00 33.8 21.7 - 120 1.500 8.6 0.000 T 1.639 10.8 0.000 b199 135 Node - 33.8 19.0 - Dyna Thread 1-1/2 5.8 0.000 0.000 0.0 0.0 Branch Line 207 Head 8.00 33.8 19.0 - 120 1.500 8.6 0.000 T 1.639 14.4 0.000 F ñ Node - 30.9 25.6 - Dyna Thread 1-1/2 2.8 0.282 3.202 98.3 14.9 Riser Nipple 71 Node - 33.7 21.2 - 120 1.500 8.6 1.191 T 1.639 11.4 1 1.503 74 Node - 31.0 25.7 . - Dyna Thread 1-1/2 2.8 0.285 3.237 98.9 15.0 Riser Nipple 73 Node - 33.8 21.3 - 120 1.500 8.6 1.191 T 1.639 11.4 1.521 i Node - 31.0 26.1 - Dyna Thread 1-1/2 2.8 0.286 3.242 98.9 15.0 Riser Nipple 75 Node - 33.8 21.7 - 120 1.500 8.6 1.191 T 1.639 11.4 1.524 ii. 31.0 ______ 26.9 _______ - Dyna Thread 1-1/2 2.8 0.011 0.121 -16.7 2.5 Riser Nipple 77 Node - 33.8 25.8 - 120 1.500 8.6 1.191 T 1.639 11.4 0.043 m5 80 Node - 31.0 27.6 - Dyna Thread 1-1/2 2.8 0.007 0.074 -12.8 1.9 Riser Nipple Node - 33.8 26.5 - 120 1.500 8.6 1.191 79 T 1.639 11.4 0.026 m6 _ 82 Node 31.0 28.3 - Dyna Thread 1-1/2 2.8 0.004 0.047 -10.1 1.5 Riser Nipple 81 No - 33.8 27.1 - 120 1.500 8.6 1.191 ______ ________________ T 1.639 11.4 0.016 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 10 PIPES I Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type -.- # - Type - Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi gpm ft psi/ft psi _gpm ft/s rn7 - 84 Node - 31.0 28.8 - Dyna Thread 1-1/2 2.8 0.003 0.031 -8.0 1.2 Riser Nipple 83 Node - 33.8 27.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.010 rn8 86 Node - 31.0 _______ 29.2 _______ - Dyna Thread 1-1/2 2.8 0.002 0.021 -6.5 1.0 Riser Nipple 85 Node - 33.8 28.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.006 m9 88 Node - 31.0 29.7 - Dyna Thread 1-1/2 2.8 0.001 0.014 -5.3 0.8 Riser Nipple 87 Node - 33.8 28.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.004 m1O 90 Node - 31.0 30.1 - Dyna Thread 1-1/2 2.8 0.001 0.011 -4.5 0.7 Riser Nipple 89 Node - 33.8 28.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 mu 1 92 Node - 31.0 30.5 - Dyna Thread 1-1/2 2.8 0.001 0.010 -4.3 0.7 Riser Nipple 91 Node - 33.8 29.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 m12 94 Node 31.0 30.9 - Dyna Thread 1-1/2 2.8 0.001 0.011 -4.6 0.7 Riser Nipple 93 Node - 33.8 29.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 ml 96 Node - 31.0 31.3 - Dyna Thread 1-1/2 2.8 0.001 0.015 -5.5 0.8 Riser Nipple 95 Node - 33.8 30.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.005 rn14 98 Node - 31.0 31.7 - Dyna Thread 1-1/2 2.8 0.002 0.023 -6.8 1.0 Riser Nipple 97 Node - 33.8 30.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.007 miS 100 Node - 31.0 32.1 Dyna Thread 1-1/2 2.8 0.003 0.035 -8.6 1.3 Riser Nipple 99 Node - 33.8 31.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.011 m16102 Node - 31.0 32.5 - Dyna Thread 1-1/2 2.8 0.005 0.052 -10.6 1.6 Riser Nipple 101 Node - 33.8 31.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.018 f4 Node 31.0 32.8 _ - Dyna Thread 1-1/2 2.8 0.007 0.076 -13.0 2.0 Riser Nipple Node - 33.8 31.7 - 120 1.500 8.6 1.191 103 T 1.639 11.4 0.026 ml 106 Node - 31.0 33.1 - Dyna Thread 1-1/2 2.8 0.010 0.109 -15.8 2.4 Riser Nipple 105 Node - 33.8 32.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.039 W 108 Node - 31.0 33.3 - Dyna Thread 1-1/2 2.8 0.013 0.149 -18.7 2.8 Riser Nipple 107 Node - 33.8 32.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.054 frö - 31.0 33.5 ____ - Dyna Thread 1-1/2 2.8 0.017 0.196 -21.7 3.3 Riser Nipple 109 Node - 33.8 32.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.073 rn21 112 Node - 31.0 33.6 - Dyna Thread 1-1/2 2.8 0.023 0.255 -25.0 3.8 Riser Nipple 111 Node - 33.8 32.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.098 ff - 31.0 33.7 - Dyna Thread 1-1/2 2.8 0.029 0.328 -28.7 4.4 Riser Nipple 113 Node - 33.8 32.9 - 120 1.500 8.6 1.191 1.639 11.4 0.128 116 Node - 31.0 33.8 - Dyna Thread 1-1/2 2.8 0.036 0.412 -32.4 4.9 Riser Nipple 115 Node - 33.8 33.0 - 120 1.500 8.6 1.191 1.639 11.4 0.164 iT ii - 31.0 33.8 - Dyna Thread 1-1/2 2.8 0.045 0.506 -36.2 5.5 Riser Nipple 117 Node - 33.8 33.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.204 fr - 31.0 27.3 - Dyna Thread 1-1/2 2.8 0.388 4.397 116.7 17.7 Riser Nipple 131 Node - 33.8 21.7 - 120 1.500 8.6 1.191 T 1.639 11.4 2.118 m26 134 NOde - 31.0 27.3 - Dyna Thread 1-1/2 2.8 0.387 4.390 116.6 17.7 Riser Nipple 133 Node - 33.8 21.7 - 120 1.500 8.6 1.191 T 1.639 11.4 2.115 IT 136 Node - 31.0 27.5 - Dyna Thread 1-1/2 2.8 0.639 7.246 152.8 23.2 Riser Nipple 135 Node - 33.8 19.0 - 120 1.500 8.6 1.191 T 1.639 11.4 1138 Node 31.0 27.8 - 3.635 m28 Dyna Thread 1-1/2 2.8 0.011 0.121 16.7 2.5 Riser Nipple Node - 33.8 26.5 - 120 1.500 8.6 1.191 * 137 1 T 1.639 11.4 0.043 140 Node - 31.0 28.2 - Dyna Thread 1-1/2 2.8 0.007 0.074 12.8 1.9 Riser Nipple trn29 139 Node - 33.8 27.0 - 120 1.500 8.6 1.191 - T 1.639 11.4 0.026 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 11 PIPES - Start/End Nodes Material RWC Size Nom.Diam. Length Eq.Length Fr.Loss Pres.Elev.Loss Pres.Fr.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge _fng_ lnt.Diam. Total Length Pres.Vel.Loss - ft psi gpm ft psi/ft psi gpm ft/s m30142 Node - 31.0 28.7 - DynaThread 1-1/2 2.8 0.004 0.047 10.1 1.5 Riser Nipple 141 Node - 33.8 27.4 - 120 1.500 8.6 1.191 T 1.639 11.4 0.016 T 144 Node - 31.0 29.1 - Dyna Thread 1-1/2 2.8 0.003 0.031 8.0 1.2 Riser Nipple 143 Node - 33.8 27.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.010 1 rn32 146 Node - 31.0 29.4 - Dyna Thread 1-1/2 2.8 0.002 0.021 6.5 1.0 Riser Nipple 145 Node - 33.8 28.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.006 rn33 148 Node - 31.0 29.8 - DynaThread 1-1/2 2.8 0.001 0.014 5.3 0.8 Riser Nipple 147 Node - 33.8 28.6 - 120 1.500 8.6 1.191 T 1 1.639 11.4 0.004 150 Node - 31.0 30.2 - Dyna Thread 1-1/2 2.8 0.001 0.011 4.5 0.7 Riser Nipple 149 Node - 33.8 29.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 m35 152 Node - 31.0 30.6 - Dyna Thread 1-1/2 2.8 0.001 0.010 4.3 0.7 Riser Nipple 151 Node - 33.8 29.4 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 m36 154 Node - 31.0 31.0 - Dyna Thread 1-1/2 2.8 0.001 0.011 4.6 0.7 Riser Nipple 153 Node - 33.8 29.8 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 m37 156 Node - 31.0 31.5 - Dyna Thread 1-1/2 2.8 0.001 0.015 5.5 0.8 Riser Nipple 155 Node - 33.8 30.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.005 ii 158 Node - 31.0 31.9 - Dyna Thread 1-1/2 2.8 0.002 0.023 6.8 1.0 Riser Nipple 157 Node - 33.8 30.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.007 iö Node - 31.0 32.4 - Dyna Thread 1-1/2 2.8 0.003 0.035 8.6 1.3 Riser Nipple 159 Node - 33.8 31.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.011 162 Node - 31.0 32.9 - Dyna Thread 1-1/2 2.8 0.005 0.052 10.6 1.6 Riser Nipple Node - 33.8 31.7 - 120 1.500 8.6 1.191 (rn4l 161 T 1.639 11.4 0.018 164 Node - 31.0 33.5 - Dyna Thread 1-1/2 2.8 0.007 0.076 13.0 2.0 Riser Nipple 163 Node - 33.8 32.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.026 m42 166 Node 31.0 34.0 - Dyna Thread 1-1/2 2.8 0.010 0.109 15.8 2.4 Riser Nipple 165 Node - 33.8 32.7 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.039 m43 168 Node -31.0 34.6 - Dyna Thread 1-1/2 2.8 0.013 0.149 18.7 2.8 Riser Nipple 167 Node - 33.8 33.3 - 120 1.500 8.6 1.191 ________ T 1.639 11.4 0.054 m44 170 Node - 31.0 35.2 - Dyna Thread 1-1/2 .2.8 0.017 0.196 21.7 3.3 Riser Nipple 169 Node - 33.8 33.8 - 120 1.500 8.6 1.191 T 1.639 11.4 0.073 rn45 172 Node - 31.0 35.8 - Dyna Thread 1-1/2 2.8 0.023 0.255 25.0 3.8 Riser Nipple 171 Node - 33.8 34.4 - 120 1.500 8.6 1.191 -_ 1 1.639 11.4 0.098 m46 174 - Node - 31.0 36.6 - Dyna Thread 1-1/2 2.8 0.029 0.328 Riser Nipple 173 Node - 33.8 35.1 - 120 1.500 8.6 1.191 - T 1.639 11.4 0.128 m47 175 Node - 31.0 37.3 - Dyna Thread 1-1/2 2.8 0.036 0.412 32.4 4.9 Riser Nipple 176 Node - 33.8 35.7 - 120 1.500 8.6 1.191 _______ _______ T 1.639 11.4 0.164 rn48 178 Node - 31.0 38.2 - Dyna Thread 1-1/2 2.8 0.045 0.506 36.2 5.5 Riser Nipple 177 Node - 33.8 36.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.204 cm25 76 Node - 31.0 26.1 - Dyna Flow 3 11.0 0.032 0.351 197.1 7.2 Cross Main 74 Node - 31.0 25.7 . - 120 3.000 0.0 0.000 - 3.340 11.0 0.351 cm26 78 Node - 31.0 26.9 - Dyna Flow 3 11.5 0.068 0.778 296.1 10.8 Cross Main 76 Node - 31.0 26.1 - 120 3.000 0.0 0.000 - 3.340 11.5 . 0.791 ö_ 31.0 27.6 - Dyna Flow 3 11.8 0.061 0.714 279.4 10.2 Cross Main 78 Node - 31.0 26.9 - 120 3.000 0.0 0.000 I - 3.340 11.8 0.704 I cm28 82 Node - 31.0 28.3 - Dyna Flow 3 12.0 0.056 0.668 266.5 9.8 Cross Main 80 Node - 31.0 27.6 - 120 3.000 0.0 0.000 - 3.340 12.0 0.641 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 12 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # - Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss I - - ft psi gpn1 _ ft psi/ft psi gpm ft/s cm29 84 Node - 31.0 28.8 - Dyna Flow _________ 3 10.5 0.052 0.544 256.4 9.4 Cross Main 82 Node - 31.0 28.3 - 120 3.000 0.0 0.000 - 3.340 10.5 0.593 cm30 86 Node - 31.0 29.2 - Dyna Flow 3 .9.0 0.049 0.440 248.5 9.1 Cross Main 84 Node - 31.0 28.8 - 120 3.000 0.0 0.000 - 3.340 9.0 0.557 cm31 88 Node - 31.0 29.7 - Dyna Flow 3 9.2 0.047 0.431 242.0 8.9 Cross Main 86 Node - 31.0 29.2 - 120 3.000 0.0 0.000 - 3.340 9.2 0.528 cm32 90 Node - 31.0 30.1 . - Dyna Flow 3 9.5 0.045 0.425 236.7 8.7 Cross Main 88 Node - 31.0 29.7 - 120 3.000 0.0 0.000 - 3.340 9.5 0.506 cm33 92 Node - 31.0 30.5 - Dyna Flow 3 9.5 0.043 0.410 232.2 8.5 Cross Main 90 Node - 31.0 30.1 - 120 3.000 0.0 0.000 - 3.340 9.5 0.487 cm34 94 - 31.0 30.9 - Dyna Flow 3 9.5 0.042 0.396 227.9 8.3 Cross Main 92 Node - 31.0 30.5 - 120 3.000 0.0 0.000 - 3.340 9.5 0.469 cm35 96 Node 31.0 31.3 - Dyna Flow 3 10.0 0.040 0.401 223.3 8.2 Cross Main 94 Node - 31.0 30.9 - 120 3.000 0.0 0.000 - 3.340 10.0 0.450 98 Node - 31.0 31.7 - Dyna Flow 3 10.5 0.039 0.403 217.9 8.0 Cross Main 96 Node - 31.0 31.3 - 120 3.000 0.0 0.000 - 3.340 10.5 0.428 cm37 100 Node - 31.0 32.1 - Dyna Flow 3 10.5 0.036 0.379 211.0 7.7 Cross Main 98 Node - 31.0 31.7 - 120 3.000 0.0 0.000 - 3.340 10.5 0.402 cm38 102 Node - 31.0 32.5 - Dyna Flow 3 10.5 0.034 0.351 202.4 7.4 Cross Main 100 Node - 31.0 32.1 - 120 3.000 0.0 0.000 - 3.340 10.5 0.370 cm39 104 Node - 31.0 32.8 . - Dyna Flow 3 10.8 0.030 0.325 191.8 7.0 Cross Main 16 Node - 31.0 32.5 - 120 3.000 0.0 0.000 1 102 1 - 3.340 10.8 0.332 T Node - 31.0 33.1 - Dyna Flow 3 11.0 0.027 0.292 178.7 6.5 Cross Main 104 Node - 31.0 32.8 - 120 3.000 0.0 0.000 - 3.340 . 11.0 0.288 cm41 108 Node - 31.0 33.3 - Dyna Flow 3 10.5 0.022 0.235 162.8 6.0 Cross Main 106 Node - 31.0 33.1 - 120 3.000 0.0 0.000 - 3.340 1 10.5 0.239 1cm42 110 Node - 31.0 33.5 - Dyna Flow 3 10.0 0.018 0.179 144.1 5.3 Cross Main 108 Node - 31.0 33.3 - 120 3.000 0.0 0.000 - 3.340 10.0 0.187 112 Node - 31.0 33.6 - Dyna Flow 3 10.2 0.013 0.135 122.4 4.5 Cross Main 110 Node - 31.0 33.5 - 120 3.000 0.0 0.000 - 3.340 10.2 0.135 114 Node 31.0 33.7 - Dyna Flow 3 10.5 0.009 0.090 97.2 3.6 Cross Main 112 Node - 31.0 33.6 - 120 3.000 0.0 0.000 - 3.340 10.5 116 Node - 31.0 33.8 - 0.085 cm45 Dyna Flow 3 10.2 0.005 0.046 68.5 2.5 Cross Main 114 Node - 31.0 33.7 7 120 3.000 0.0 0.000 - 3.340 10.2 118 Node - 31.0 33.8 - 0.042 cm46 Dyna Flow 3 10.0 0.001 0.014 36.3 1.3 Cross Main 116 Node - 31.0 33.8 - 120 3.000 0.0 0.000 - 3.340 10.0 0.012 122 Node - 10.0 54.9 - Dyna Flow 4 21.0 0.092 3.163 682.2 15.0 Feed Main 121 Node - 31.0 42.6 - 120 4.000 13.7 9.093 E 4.314 34.7 1.509 m2 79 de 31.0 39.7 _ - Dyna Flow 4 18.3 0.092 2.917 -682.2 15.0 Feed Main 121 Node - 31.0 42.6 - 120 4.000 13.7 0.000 E 4.314 32.0 1.509 fm32 123 Node - 10.0 56.6 - Dyna Flow 4 5.2 0.092 1.728 682.2 15.0 Feed Main 122 Node - 10.0. 54.9 - 120 4.000 13.7 0.000 E 4.314 19.0 1.509 123 iii 10.0 56.6 - Dyna Flow 4 8.0 0.092 6.327 -682.2 15.0 Feed Main Node - 2.0 66.5 - 120 4.000 61.5 3.464 124 EB& 4.314 69.5 1.509 134 1I 31.0 27.3 - Dyna Flow 4 10.5 0.003 0.036 116.4 2.6 Feed Main 7 132 Node - 31.0 27.3 - 120 4.000 0.0 0.000 1 1 -1 4.314 10.5 1 0.044 1 OmniCADD Hydraulic Calculation Software v. 2.3 I I I May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 13 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # - Type - Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi _p_ ft psi/ft psi gpm ft/s fm8 - 136 Node - 31.0 27.5 - __________ Dyna Flow 4 11.0 0.013 0.138 233.2 5.1 Feed Main 134 Node 31.0 27.3 - 120 4.000 0.0 0.000 - 4.314 11.0 0.176 fm9 138 Node - 31.0 27.8 - Dyna Flow 4 11.5 0.032 0.365 386.1 8.5 Feed Main 136 Node - 31.0 27.5 - 120 4.000 0.0 0.000 - 4.314 11.5 0.483 fm10 140 Node - 31.0 28.2 - Dyna Flow 4 11.8 0.035 0.404 402.8 8.8 Feed Main 138 Node - 31.0 27.8 - 120 4.000 0.0 0.000 - 4.314 11.8 0.526 fmll 142 Node - 31.0 28.7 Dyna Flow 4 12.0 0.037 0.437 415.7 9.1 Feed Main 140 Node - 31.0 28.2 - 120 4.000 0.0 0.000 - 4.314 12.0 0.560 fm12 144 Node - 31.0 29.1 - Dyna Flow 4 10.5 0.038 0.400 425.7 9.3 Feed Main 142 Node - 31.0 28.7 - 120 4.000 0.0 0.000 - 4.314 10.5 0.588 fm13 146 Node - 31.0 29.4 - Dyna Flow 4 9.0 0.040 0.355 433.7 9.5 Feed Main 144 Node - 31.0 29.1 - 120 4.000 0.0 0.000 - 4.314 9.0 0.610 fm14 148 Node - 31.0 29.8 - Dyna Flow 4 9.2 0.041 0.375 440.2 9.7 Feed Main 146 Node - 31.0 29.4 - 120 4.000 0.0 0.000 - 4.314 9.2 0.628 fm15 150 Node - 31.0 30.2 - Dyna Flow 4 9.5 0.042 0.393 445.4 9.8 Feed Main 148 Node - 31.0 29.8 - 120 4.000 0.0 0.000 - 4.314 9.5 0.643 fm16 152 Node - 31.0 30.6 - Dyna Flow 4 9.5 0.042 0.401 449.9 9.9 Feed Main 150 Node - 31.0 30.2 - 120 4.000 0.0 0.000 - 4.314 9.5 0.656 fm17 154 Node - 31.0 31.0 - Dyna Flow 4 9.5 0.043 0.408 454.2 10.0 Feed Main 152 Node - 31.0 30.6 - 120 4.000 0.0 0.000 - 4.314 9.5 0.669 m18 f 31.0 31.5 - Dyna Flow 4 10.0 0.044 0.437 458.8 10.1 Feed Main 154 Node - 31.0 31.0 - 120 4.000 0.0 0.000 _- 4.314 10.0 0.683 fm19 158 Node - 31.0 31.9 _ - Dyna Flow 4 10.5 0.045 0.469 464.3 10.2 Feed Main 156 Node - 31.0 31.5 - 120 4.000 0.0 0.000 - 4.314 1 10.5 0.699 fm20 160 Node - 31.0 32.4 - Dyna Flow 4 10.5 0.046 0.482 471.2 10.3 Feed Main 158 Node - 31.0 31.9 - 120 4.000 0.0 0.000 - 4.314 10.5 0.720 fm2l 162 Node 31.0 32.9 - Dyna Flow 4 10.5 0:048 0.499 479.7 10.5 Feed Main 160 Node - 31.0 32.4 - 120 4.000 0.0 0.000 - 4.314 10.5 0.746 fm22 164 Node - 31.0 33.5 - Dyna Flow 4 10.8 0.050 0.532 490.4 10.8 Feed Main 162 Node - 31.0 32.9 - 120 4.000 0.0 0.000 - 4.314 10.8 0.780 166 Node - 31.0 34.0 - Dyna Flow 4 11.0 0.052 0.571 503.5 11.1 Feed Main 164 Node - 31.0 33.5 - 120 4.000 0.0 0.000 - 4.314 11.0 0.822 168 Node - 31.0 34.6 - Dyna Flow 4 10.5 0.055 0.577 519.3 11.4 Feed Main 166 Node - 31.0 34.0 - 120 4.000 0.0 0.000 - 4.314 10.5 0.874 fm25 170 Node - 31.0 35.2 - Dyna Flow 4 10.0 0.059 0.587 538.0 11.8 Feed Main 168 Node - 31.0 34.6 - 120 4.000 0.0 0.000 - 4.314 10.0 0.939 fm26 172 Node - 31.0 35.8 - Dyna Flow 4 10.2 0.064 0.648 559.7 12.3 Feed Main 170 Node - 31.0 35.2 - 120 4.000 0.0 0.000 - 4.314 10.2 1.016 fm27 174 Node - 31.0 36.6 - Dyna Flow 4 10.5 0.069 0.719 584.8 12.8 Feed Main 172 Node - 31.0 35.8 - 120 4.000 0.0 0.000 - 4.314 10.5 1.109 fm28 175 Node - 31.0 37.3 - Dyna Flow 4 10.2 0.075 . 0.767 613.5 13.5 Feed Main 174 Node - 31.0 36.6 - 120 4.000 0.0 0.000 - 4.314 10.2 1.220 fm29 178 Node 31.0 38.2 - Dyna Flow 4 10.0 0.083 0.823 645.9 14.2 Feed Main 175 Node - 31.0 37.3 - 120 4.000 0.0 0.000 - 4.314 1 10.0 1 1.353 fm30 1791 Node - 31.0 39.7 - Dyna Flow 4 2.8 0.092 1.506 682.2 15.0 Feed Main 178 Node - 31.0 38.2 - 120 4.000 13.7 0.000 E 4.314 16.5 1 1.509 OmniCADD Hydraulic Calculation Software v. 2.3 I I I May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 14 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # - Type - Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeI.Loss - ft psi _g!L ft psi/ft psi gpmL /s m3 124 Node - 2.0 66.5 - Dyna Flow 6 2.0 0.014 0.544 -682.2 6.8 Feed Main 125 Node - 2.0 67.0 - 120 6.000 38.3 0.000 1 6.385 40.3 0.314 fm4 125 Node • 2.0 67.0 - Dyna Flow 6 1.0 0.014 0.013 -682.2 6.8 Feed Main 126 Node - 1.0 67.5 - 120 6.000 0.0 0.433 - 6.385 1 1.0 0.314 up2 189 FPLD 5.0 -4.0 70.2 - Ductile 8 5.0 0.003 0.427 681.2 3.9 Underground 127 Node - -4.0 69.7 - 140 8.000 160.2 0.000 - _________ 3ET12 8.450 165.2 0.102 - up16 - 129 Node - -4.0 75.3 - Ductile 8 10.0 0.002 0.191 681.5 3.9 Underground 189 FPLD 5.0 -4.0 70.2 - 150 8.000 73.7 0.000 _________ TG 8.450 83.7 0.102 upi 126 Node - 1.0 67.5 - Ductile 8 5.0 0.003 0.090 -681.2 3.9 Underground 127 Node - -4.0 69.7 - 140 8.000 29.9 2.165 E 8.450 1 34.9 0.102 up25 187 Node - -4.0 78.1 - Ductile 10 5.0 0.003 0.013 -1181.1 4.5 Underground 1 Src [...] -4.0 78.1 0.0 140 10.000 0.0 0.000 • 10.340 5.0 0.137 up26 187 Node - -4.0 78.1 - Ductile 10 792.5 0.001 0.869 728.7 2.8 Underground 188 Node - -4.0 77.2 - 140 10.000 0.0 0.000 - 10.340 792.5 0.052 up20 183 Node - -4.0 75.4 - PVC200 8 12.9 0.002 0.027 500.0 3.5 Underground 190 Hose 500.0 -4.0 75.4 500.0 150 8.000 0.0 0.000 - 7.660 1 12.9 0.082 up3 62 Node - -4.0 77.0 - PVC200 8 52.0 0.002 0.127 -454.0 3.2 Underground 61 Node - -4.0 77.1 - 150 8.000 21.1 0.000 _ E 7.660 73.1 0.067 up4 61 Node - -4.0 77.1 - PVC200 8 138.0 0.002 0.239 -454.0 3.2 Underground 119 Node - -4.0 77.4 - 150 8.000 0.0 0.000 - 7.660 138.0 0.067 up5 67 Node - -4.0 76.9 - PVC200 8 64.0 0.002 0.147 -454.0 3.2 Underground 62 Node - -4.0 77.0 - 150 8.000 21.1 0.000 - _______ ________ ________ E 7.660 85.1 0.067 up6 64 - Node - -4.0 75.9 - PVC200 8 220.0 0.002 0.381 -454.0 3.2 Underground 63 Node - -4.0 76.2 - 150 8.000 0.0 0.000 - 7.660 220.0 0.067 up7 63 Node - -4.0 76.2 - PVC200 8 28.0 0.002 0.085 -454.0 3.2 Underground 69 Node - -4.0 76.3 - 150 8.000 21.1 0.000 _________ E 7.660 49.1 0.067 up8 65 Node --4.0 75.6 - PVC200 8 150.0 0.002 0.296 -454.0 3.2 Underground 64 Node - -4.0 75.9 - 150 8.000 21.1 0.000 _______ E 7.660 171.1 0.067 up9 64 Node - -4.0 75.9 - PVC200 8 25.0 0.000 0.000 0.0 0.0 Underground 66 Node - 4.0 75.9 - 150 8.000 41.1 0.000 _ T 7.660 66.1 0.000 uplO 129 Node - -4.0 75.3 - PVC200 8 117.8 0.002 0.204 -454.0 3.2 Underground 65 Node - -4.0 75.6 - 150 8.000 0.0 0.000 - 7.660 117.8 0.067 tii 68 Node - -4.0 76.4 - PVC200 8 220.0 0.002 0.418 -454.0 3.2 Underground 67 Node - -4.0 76.9 - 150 8.000 21.1 0.000 E 7.660 241.1 0.067 up12 69 Node - -4.0 76.3 - PVC200 8 65.0 0.002 0.113 -454.0 3.2 Underground 68 Node - -4.0 76.4 - 150 8.000 0.0 0.000 - 7.660 65.0 0.067 up13 68 Node - -4.0 76.4 - PVC200 8 16.0 0.000 0.000 0.0 0.0 Underground 70 Node - -4.0 76.4 - 150 8.000 41.1 0.000 _ T 7.660 57.1 0.000 up14 119 Node - -4.0 77.4 - PVC200 8 15.0 0.000 0.000 -0.3 0.0 Underground 120 Node - -4.0 77.4 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 Ti Node - -4.0 77.4 - PVC200 8 61.0 0.002 0.106 -454.0 3.2 Underground 180 Node - -4.0 77.5 - 150 8.000 0.0 0.000 - 7.660 61.0 0.067 1 1291 Node - -4.0 75.3 - PVC200 8 82.2 0.000 0.060 -229.4 1.6 Underground 183 Node - -4.0 75.4 - 150 8.000 41.1 0.000 - - _______ _______ ________ T 7.660 123.4 0.017 upl8 - 180 Node - 4.0 77.5 - PVC200 8 15.0 0.000 0.000 0.0 0.0 Underground 181 Node - -4.0 77.5 - 150 8.000 0.0 0.000 - 7.660 15.0 i 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 I May 27, 2005 03:33 PM Palomar Airport Building#1 Page: 15 PIPES Start/End Nodes - Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss ft psi gpm __________ ft psi/ft psi gp ft/s uplg - 180 Node - -4.0 77.5 - PVC200 8 187.0 0.002 0.324 -454.0 3.2 Underground 185 Node - -4.0 77.8 - 150 8.000 0.0 0.000 - 7.660 187.0 0.067 up2l 183 Node - -4.0 75.4 - PVC200 8 85.0 0.004 0.439 -726.9 5.1 Underground 184 Node - -4.0 75.8 - 150 8.000 21.1 0.000 E 7.660 106.1 0.172 up22 184 Node - -4.0 75.8 - PVC200 8 311.0 0.004 1.374 -726.9 5.1 Underground 188 Node - -4.0 77.2 - 150 8.000 21.1 0.000 E 7.660 332.1 0.172 up23 185 Node - -4.0 77.8 - PVC200 8 15.0 0.000 0.000 0.0 0.0 Underground 186 Node - -4.0 77.8 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 up24 185 Node - -4.0 77.8 - PVC200 8 134.0 0.002 0.303 -454.0 3.2 Underground 187 Node - -4.0 78.1 - 150 8.000 41.1 0.000 T 7.660 175.1 0.067 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:V1 Palomar 0Building#1 • Page: FLOW DIAGRAM 117 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:34 PM I Palomar &ilding#1 • Page PLO GRAM II? 1118 115 116 113 121 114 11, 112 109 110 17 107 65 108—, 1784178 176 173 03 171 1>1 02 "-. 172 169 1170 167 122 -0 168 165 129 125=126 124 &,1188 163 93 F-' '.189 'N,,164 161 94 1 LI 11 1 127 62 92 89 59 1160 90 157 17 81 158 88 85 155 86 83 4'1l56 153 I N. 154 1 182 64 '&l52 149 14 79. 148 204 2 201 03 - 202 6 200 F3 l46 1142 23 1< 29 139 15 140 19~72 138 135 191 192 1 207 194 2 37 49_4__• 38 44 136 57 133 20 11311 205 132 ————————— OmniCAOD Hydraulic Calculation Software V. 2.3 May 27, 2005 03:45 PM • PaIom BulIdIn0#1 - Page FLO AGRAM 0 - - - - 56 131 205 70 48 _4 205 .33 43 207 23 28 444193 9 1 139 I\ 10 ii 1.2 1311 137 135 15 +2 196 138 141 140—i 143 203 145 —4—. OmniCADD Hydraulic Calculation Software v. 2.3 S HYDRAULIC CALCULATIONS for HANGAR 1 & 2 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date May 27, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittal0l \05-0058-2_Palomar_Airport_BId1_R1 shft_2.hcp Design Data: Remote Area Location REMOTE AREA 1 Occupancy Classification EXTRA HAZARD GROUP 1 Density 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 22 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1175.1 gpm Name of Contractor Pro-Tech Fire Protection Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT NORTH HYDRAULIC PEAKING CALCULATION FOR GRIDDED SYSTEM OmniCADD Hydraulic Calculation Software v. 2.3 S May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 2 GENERAL RESULTS Total Water Including Hose Additional Allowances Discharge from Sprinklers Source Hose Demand Average Imbalance Maximum Imbalance Maximum Velocity @ Pipe: rn27 Maximum Fr. Loss @ Pipe: rn27 Average Density Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 11 1175.1 gpm 500.0 gpm 674.6 gpm 0.0 gpm 0.277 gpm 5.0 gpm 21.3 ft/s 0.542 psi/ft 0.34 gpm/sq.ft S Static Pressure Residual Pressure Flow Hose Allowance Available Pressure Required Pressure Safety Factor Water Flowing 95.0 psi 85.0 psi 1404.0 gpm 0.0 gpm 87.8 psi 77.6 psi 11.7%, 10.2 psi 1175.1 gpm OmniCADD Hydraulic Calculation Software v. 2.3 B -- - - .- - Page: 1200 1300 1400 1500 May 27, 2005 03:0 Palomar Aiuilding#1 Water Curves for Src: 1 0 200 400 500 600 700 800 900 1000 1100 100111------------------------------------------.------------------ - 1111 90 80 70 60 --------------------------------------------' - PSI 5 40 ------------------ 30 ----------------- - 20 - 10 A --____--_-------- -------- ___ ___ ____ - 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi @ gpm I Supply Curve Src:1 A:95©0 - B:87.8@1175.1 - C:85©1404 Demand Curve @ Src:1 16.3 @0 - D :77.6@1175.1 End Head Pressure Responce 0@0 - E:0@1175.1_ OmniCADD Hydraulic Calculation Software v. 2.3 S May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 1 Src [...] -4.0 734.2 156.6 77.6 0.0 204 Head 8.00 33.8 262.5 600.5 20.7 - 5 Head 8.00 33.7 284.0 599.3 20.1 - 6 Head 8.00 33.8 273.5 598.8 20.2 - 203 Head 8.00 33.8 262.5 593.4 20.7 - 10 Head 8.00 33.7 284.0 589.8 20.1 - 11 Head 8.00 33.8 273.5 589.8 20.2 - 202 Head 8.00 33.8 262.5 586.3 20.4 - 14 Head 8.00 33.8 239.3 585.9 26.3 - 15 Head 8.00 33.8 284.0 580.3 15.6 31.6 16 Head 8.00 33.8 273.5 580.3 15.7 31.7 201 Head 8.00 33.8 262.5 579.1 18.7 - 200 Head 8.00 33.8 262.5 572.0 17.0 - 23 Head 8.00 33.8 284.0 570.8 14.4 30.4 24 Head 8.00 33.8 273.5 570.8 14.5 30.5 199 Head 8.00 33.8 262.5 564.9 15.3 31.3 28 Head 8.00 33.8 284.0 561.3 14.0 29.9 29 Head 8.00 33.8 273.5 561.3 14.1 30.0 198 Head 8.00 33.8 262.5 557.8 14.4 30.4 33 Head 8.00 33.8 284.0 551.8 13.9 29.9 34 Head 8.00 33.8 273.5 551.8 14.0 29.9 197 Head 8.00 33.8 262.5 550.6 14.1 30.0 196 Head 8.00 33.8 262.5 543.5 14.0 30.0 38 Head 8.00 33.8 284.0 542.3 14.0 29.9 39 Head 8.00 33.8 273.5 542.3 14.1 30.0 195 Head 8.00 33.8 262.5 536.4 14.1 30.0 43 Head 8.00 33.8 284.0 532.8 14.5 30.4 44 Head 8.00 33.8 273.5 532.8 14.5 30.5 194 Head 8.00 33.8 262.5 529.3 14.4 30.4 48 Head 8.00 33.8 284.0 523.3 15.7 31.7 49 Head 8.00 33.8 273.5 523.3 15.7 31.7 193 Head 8.00 33.8 262.5 522.1 15.3 31.3 192 Head 8.00 33.8 262.5 515.0 17.0 33.0 56 Head 8.00 33.8 284.0 513.8 17.9 - 57 Head 8.00 33.8 273.5 513.8 18.0 - 191 Head 8.00 33.8 262.5 507.9 19.8 - 205 Head 8.00 33.8 284.0 504.3 .22.6 - 206 Head 8.00 33.8 273.5 504.3 22.6 - 207 Head 8.00 33.8 262.5 500.7 20.4 - 190 Hose 500.0 -4.0 35.1 440.6 74.8 500.0 189 FPLD 5.0 -4.0 32.2 522.8 69.6 - 61 Node - -4.0 729.2 676.6 76.6 - 62 Node - -4.0 677.2 676.6 76.4 - 63 Node - -4.0 392.2 640.6 75.7 - 64 Node - -4.0 172.2 640.6 75.3 - 65 Node - -4.0 22.2 640.6 75.0 - 66 Node - -4.0 172.2 615.6 75.3 - 67 Node - -4.0 677.2 612.6 76.3 - 68 Node - -4.0 457.2 612.6 75.9 - 69 Node - -4.0 392.2 612.6 75.8 - 70 Node - -4.0 457.2 596.6 75.9 - 72 Node - 30.9 284.0 587.4 25.0 - 73 Node - 33.8 273.5 587.4 20.2 - 74 Node - 31.0 273.5 587.4 25.2 - 76 Node - 31.0 262.5 587.4 25.6 - 77 Node - 33.8 251.0 587.4 25.5 - 78 Node - 31.0 251.0 587.4 26.5 - 79 Node - 33.8 239.3 587.4 26.2 - 80 Node - 31.0 239.3 587.4 27.3 - 81 Node - 33.8 227.3 587.4 26.9 - 82 Node - 31.0 227.3 587.4 28.1 - 83 Node - 33.8 216.8 587.4 27.5 - 84 Node - 31.0 216.8 587.4 28.7 - 85 Node - 33.8 207.8 587.4 28.0 - 86 Node - 31.0 207.8 587.4 29.1 87 Node - 33.8 198.5 587.4 28.4 88 Node - 31.0 198.5 587.4 29.6 89 Node - 33.8 189.0 587.4 28.9 90 Node - 31.0 189.0 587.4 30.0 91 Node - 33.8 179.5 587.4 29.3 92 Node - 31.0 179.5 587.4 30.4 93 Node - 33.8 170.0 587.4 29.7 94 1 Node I - 1 31.0 1 170.0 1 587.4 30.8 - I OmniCADD Hydraulic Calculation Software v. 2.3 0 May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 5 NODES # Type Value Elevation X V Res. Pres. Discharge ft ft ft psi gpp_ - 95 Node - 33.8 160.0 587.4 30.1 - 96 Node - 31.0 160.0 587.4 31.2 - 97 Node - 33.8 149.5 587.4 30.5 - 98 Node - 31.0 149.5 587.4 31.6 - 99 Node - 33.8 139.0 587.4 30.9 - 100 Node - 31.0 139.0 587.4 32.0 - 101 Node - 33.8 128.5 587.4 31.2 - 102 Node - 31.0 128.5 587.4 32.4 - 103 Node - 33.8 117.8 587.4 31.6 - 104 Node - 31.0 117.8 587.4 32.7 - 105 Node - 33.8 106.8 587.4 31.9 - 106 Node - 31.0 106.8 587.4 33.0 - 107 Node - 33.8 96.3 587.4 32.2 - 108 Node - 31.0 96.3 587.4 33.2 - 109 Node - 33.8 86.3 587.4 32.4 - 110 Node - 31.0 86.3 587.4 33.4 - 111 Node - 33.8 76.0 587.4 32.6 - 112 Node - 31.0 76.0 587.4 33.5 - 113 Node - 33.8 65.5 587.4 32.7 - 114 Node - 31.0 65.5 587.4 33.6 - 115 Node - 33.8 55.3 587.4 32.9 - 116 Node - 31.0 55.3 587.4 33.7 - 117 Node - 33.8 45.3 587.4 33.0 - 118 Node - 31.0 45.3 587.4 33.7 - 75 Node - 33.8 262.5 587.4 20.7 - 71 Node - 33.7 284.0 587.4 20.1 - 119 Node - -4.0 11 729.2 538.6 76.8 - 120 Node - -4.0 714.2 538.6 76.8 - 121 Node - 31.0 42.5 524.8 42.3 - 122 Node - 10.0 42.5 524.8 54.6 - 123 Node - 10.0 37.2 524.8 56.3 - 124 Node - 2.0 37.2 524.8 66.0 - 125 Node - 2.0 37.2 522.8 66.5 - 126 Node - 1.0 37.2 522.8 66.9 - 127 Node - -4.0 37.2 522.8 69.2 - 129 Node - -4.0 22.2 522.8 74.8 - 131 Node - 33.8 284.0 506.5 22.6 - 132 Node - 31.0 284.0 506.5 27.5 - 133 Node - 33.8 273.5 506.5 22.6 - 134 Node - 31.0 273.5 506.5 27.6 - 135 Node - 33.8 262.5 506.5 20.4 - 136 Node - 31.0 262.5 506.5 27.7 - 137 Node - 33.8 251.0 506.5 26.6 - 138 Node - 31.0 251.0 506.5 28.0 - 139 Node - 33.8 239.3 506.5 27.1 - 140 Node - 31.0 239.3 506.5 28.4 - 141 Node - 33.8 227.3 506.5 27.5 - 142 Node - 31.0 227.3 506.5 28.8 - 143 Node - 33.8 216.8 506.5 27.9 - 144 Node - 31.0 216.8 506.5 29.1 - 145 Node - 33.8 207.8 506.5 28.2 - 146 Node - 31.0 207.8 506.5 29.5 - 147 Node - 33.8 193.5 506.5 28.6 - 148 Node - 31.0 193.5 506.5 29.8 - 149 Node - 33.8 :189.0 506.5 29.0 - 150 Node - 31.0 18.0 506.5 30.2 - 151 Node - 33.8 179.5 506.5 29.4 - 152 Node - 31.0 179.5 506.5 30.6 - 153 Node - 33.8 173.0 506.5 29.8 - 154 Node - 31.0 173.0 506.5 31.0 - 155 Node - 33.8 160.0 506.5 30.2 - 156 Node - 31.0 160.0 506.5 31.4 - 157 Node - 33.8 149.5 506.5 30.7 - 158 Node - 31.0 149.5 506.5 31.9 - 159 Node - 33.8 139.0 506.5 31.1 - 160 Node - 31.0 139.0 506.5 32.3 - 161 Node - 33.8 128.5 506.5 31.6 - 162 Node - 31.0 128.5 506.5 32.8 - 163 Node - 33.8 117.8 506.5 32.1 - 164 Node - 31.0 117.8 506.5 33.4 - 165 Node - 33.8 106.8 506.5 32.6 - 166 Node - 31.0 106.8 506.5 33.9 - 167 Node - 33.8 96.3 506.5 33.1 - OmniCADD Hydraul:c Calculation Software v. 2.3 May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 6 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 168 Node - 31.0 96.3 506.5 34.5 - 169 Node - 33.8 86.3 506.5 33.7 - 170 Node - 31.0 86.3 506.5 35.1 - 171 Node - 33.8 76.0 506.5 34.3 - 172 Node - 31.0 76.0 506.5 35.7 - 173 Node - 33.8 65.5 506.5 34.9 - 174 Node - 31.0 65.5 506.5 36.4 - 175 Node - 31.0 55.3 506.5 37.2 - 176 Node - 33.8 55.3 506.5 35.6 - 177 Node - 33.8 45.3 506.5 36.3 - 178 Node - 31.0 45.3 506.5 38.0 - 179 Node - 31.0 42.5 506.5 39.5 - 180 Node - -4.0 729.2 477.6 76.9 - 181 Node - -4.0 714.2 477.6 76.9 - 183 Node - -4.0 22.2 440.6 74.9 - 184 Node - -4.0 -62.8 440.6 75.3 - 185 Node - -4.0 729.2 290.6 77.2 - 186 Node - -4.0 714.2 290.6 77.2 - 187 Node - -4.0 729.2 156.6 77.5 - 188 Node - -4.0 -62.8 129.6 76.7 - OmniCADD Hydraulic Calculation Software v. 2.3 I I May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # - Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss - ft psi gpm ft psi/ft psi gpm ft/s b14 10 Head 8.00 33.7 20.1 - Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 5 Head 8.00 33.7 20.1 - 120 1.500 0.0 0.000 - 1.752 9.5 1 0.000 b15 11 Head 8.00 33.8 20.2 - Dyna Flow 1-1/2 9.0 0.000 0.000 0.0 0.0 Branch Line 6 Head 8.00 33.8 20.2 - 120 1.500 0.0 0.000 - 1.752 9.0 0.000 b197 203 Head 8.00 33.8 20.7 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 75 Node - 33.8 20.7 - 120 1.500 11.9 0.000 _______ T 1.752 17.9 0.000 b19 71 Node - 33.7 20.1 - Dyna Flow 1-1/2 2.4 0.000 0.000 0.0 0.0 Branch Line 10 Head 8.00 33.7 20.1 - 120 1.500 11.9 0.000 _______ T 1.752 14.4 0.000 bllO 73 Node - 33.8 20.2 - Dyna Flow 1-1/2 2.4 0.000 0.000 0.0 0.0 Branch Line 11 Head 8.00 33.8 20.2 - 120 1.500 11.9 0.000 T 1.752 14.4 0.000 b196 202 Head 8.00 33.8 20.4 - Dyna Flow 1-1/2 7.1 0.238 1.689 106.7 14.2 Branch Line 201 Head 8.00 33.8 18.7 - 120 1.500 0.0 0.000 - 1.752 7.1 1.357 b112 75 Node - 33.8 20.7 - Dyna Flow 1-1/2 1.1 0.238 0.267 106.7 14.2 Branch Line 202 Head 8.00 33.8 20.4 - 120 1.500 0.0 0.000 - 1.752 1 1.1 1.357 bl16 14 Head 8.00 33.8 26.3 - Dyna Flow 1-1/2 1.5 0.008 0.104 16.8 2.2 Branch Line 79 Node - 33.8 26.2 - 120 1.500 11.9 0.000 T 1.752 13.4 0.034 b164 139 Node - 33.8 27.1 - Dyna Flow 1-1/2 79.4 0.008 0.707 16.8 2.2 Branch Line 14 Head 8.00 33.8 26.3 - 120 1.500 11.9 0.000 T 1.752 91.3 0.034 b117 23 Head 8.00 33.8 14.4 30.4 Dyna Flow 1-1/2 9.5 0.123 1.164 -74.7 9.9 Branch Line 15 Head 8.00 33.8 15.6 31.6 120 1.500 0.0 0.000 - 1.752 9.5 0.665 b118 71 Node - 33.7 20.1 - Dyna Flow 1-1/2 7.1 0.236 4.469 106.3 14.1 Branch Line 15 Head 8.00 33.8 15.6 31.6 120 1.500 11.9 0.022 T 1.752 19.0 1.347 bll9 24 Head 8.00 33.8 14.5 30.5 Dyna Flow 1-1/2 9.5 0.125 1.183 -75.3 10.0 Branch Line 16 Head 8.00 33.8 15.7 31.7 120 1.500 0.0 0.000 - 1.752 9.5 0.677 b120 16 Head 8.00 33.8 15.7 31.7 Dyna Flow 1-1/2 7.1 0.239 4.527 -107.0 14.2 Branch Line 73 Node - 33.8 20.2 - 120 1.500 11.9 0.000 T 1.752 19.0 1.366 01 Head 8.00 8.00 33.8 18.7 - Dyna Flow 1-1/2 7.1 0.238 1.689 106.7 14.2 Branch Line 200 Head 8.00 33.8 17.0 - 120 1.500 0.0 0.000 - 1.752 7.1 1.357 t31 200 Head 8.00 33.8 17.0 - Dyna Flow 1-1/2 7.1 0.238 1.689 106.7 14.2 Branch Line 199 Head 8.00 33.8 15.3 31.3 120 1.500 0.0 0.000 - 1.752 7.1 1.357 i Head 8.00 33.8 14.0 29.9 Dyna Flow 1-1/2 9.5 0.047 0.443 -44.3 5.9 Branch Line 23 Head 8.00 33.8 14.4 30.4 120 1.500 0.0 0.000 - 1.752 9.5 0.234 b128 29 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.048 0.453 -44.9 6.0 Branch Line 24 Head 8.00 33.8 14.5 30.5 120 1.500 0.0 0.000 - 1.752 9.5 0.240 b193 199 Head 8.00 33.8 15.3 31.3 Dyna Flow 1-1/2 7.1 0.125 0.888 75.4 10.0 Branch Line 198 Head 8.00 33.8 14.4 30.4 120 1.500 0.0 0.000 - 1.752 7.1 0.678 b132 33 Head i 33.8 13.9 29.9 Dyna Flow 1-1/2 9.5 0.006 0.056 -14.4 1.9 Branch Line 28 Head 8.00 33.8 14.0 29.9 120 1.500 0.0 0.000 - 1.752 9.5 0.025 b133 34 Head iOö 33.8 14.0 29.9 Dyna Flow 1-1/2 9.5 0.006 0.059 -14.9 2.0 Branch Line 29 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.026 198 Head 8.00 33.8 14.4 30.4 Dyna Flow 1-1/2 7.1 0.048 0.342 45.0 6.0 Branch Line 197 Head i 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 7.1 0.241 IT138 1 Head 8.00 33.8 14.0 29.9 Dyna Flow 1-1/2 9.5 0.007 0.063 15.5 2.1 Branch Line 33 Head 8.00 33.8 13.9 29.9 120 1.500 0.0 0.000 - 1.752 9.5 0.029 '1b138 39 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.006 0.061 15.1 2.0 Branch Line 34 Head 8.00 33.8 14.0 29.9 120 1.500 0.0 0.000 - 1.752 9.5 1 0.027 OmniCADD Hydraulic Calculation Software v. 2.3 I May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.VeI.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge ft psi gpm ft psi/ft psi gpm ft/s b191 197 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 7.1 0.006 0.045 15.0 2.0 Branch Line 196 Head 8.00 i33.8 14.0 30.0 120 1.500 0.0 0.000 - 1.752 7.1 0.027 b190 196 Head 8.001 33.8 14.0 30.0 Dyna Flow 1-1/2 7.1 0.006 0.045 -15.0 2.0 Branch Line 195 Head 8.00 1 33.8 14.1 30.0 120 1.500 0.0 0.000 1.752 7.1 0.027 b142 43 Head 8.00 1 33.8 14.5 30.4 Dyna Flow 1-1/2 9.5 0.049 0.463 45.4 6.0 Branch Line 38 Head 8.00 1 33.8 14.0 29.9 120 1.500 0.0 0.000 1.752 9.5 0.245 b143 44 Head 8.00 1 33.8 14.5 30.5 Dyna Flow 1-1/2 9.5 0.048 0.457 45.1 6.0 Branch Line 39 Head 8.00 1 33.8 14.1 30.0 120 1.500 0.0 0.000 1.752 9.5 0.242 b189 195 Head 8.001 33.8 14.1 30.0 Dyna Flow 1-1/2 7.1 0.048 0.343 -45.1 6.0 Branch Line 194 Head 8.00 33.8 14.4 30.4 120 1.500 0.0 0.000 1.752 7.1 0.242 b147 48 Head 8.0011 33.8 15.7 31.7 Dyna Flow 1-1/2 9.5 0.126 1.196 75.8 10.1 Branch Line 43 Head 8.00 1 33.8 14.5 30.4 120 1.500 0.0 0.000 1.752 9.5 0.685 b148 49 Head 8.00 33.8 15.7 31.7 Dyna Flow 1-1/2 9.5 0.126 1.190 75.6 10.1 Branch Line 44 Head 8.00 33.8 14.5 30.5 120 1.500 0.0 0.000 1.752 9.5 0.681 b188 194 Head 8.00;: 33.8 14.4 30.4 Dyna Flow 1-1/2 7.1 0.125 0.889 -75.5 10.0 Branch Line 193 Head 8.00 33.8 15.3 31.3 120 1.500 0.0 0.000 1.752 7.1 0.679 b152 56 Head 8.00 33.8 17.9 - Dyna Flow 1-1/2 9.5 0.241 2.281 107.5 14.3 Branch Line 48 Head 8.00 33.8 15.7 31.7 120 1.500 0.0 0.000 _ - 1.752 9.5 1.376 b153 57 Head 8.00 33.8 18.0 - Dyna Flow 1-1/2 9.5 0.240 2.275 107.3 14.3 Branch Line 49 Head 8.00 1 33.8 15.7 31.7 120 1.500 0.0 0.000 1.752 9.5 1.372 b187 193 Head 8.00 33.8 15.3 31.3 Dyna Flow 1-1/2 Ti 0.238 1.691 -106.8 14.2 Branch Line 192 Head 8.001 33.8 17.0 33.0 120 1.500 0.0 0.000 - 1.752 7.1 1.359 b186 192 Head 8.00 33.8 17.0 33.0 Dyna Flow 1-1/2 7.1 0.392 2.783 -139.8 18.6 Branch Line 191 Head 8.00 33.8 19.8 - 120 1.500 0.0 0.000 - 1.752 7.1 2.329 iö 131 Node - 33.8 22.6 - Dyna Flow 1-1/2 7.3 0.241 4.619 107.5 14.3 Branch Line 56 Head 8.00 33.8 17.9 - 120 1.500 11.9 0.000 _______ T 1.752 19.2 1.376 iiF T 33.8 22.6 - Dyna Flow 1-1/2 7.3 0.240 4.606 107.3 14.3 Branch Line 57 Head 8.00 33.8 18.0 - 120 1.500 11.9 0.000 T 1.752 19.2 1.372 191 Head 8.00 33.8 19.8 - Dyna Flow 1-1/2 1.4 0.392 0.537 -139.8 18.6 Branch Line 135 Node - 33.8 20.4 - 120 1.500 0.0 0.000 - 1.752 1.4 2.329 b114 ff Node - 33.8 25.5 - Dyna Flow 1-1/2 80.9 0.012 1.125 -21.4 2.8 Branch Line 137 Node - 33.8 26.6 - 120 1.500 11.9 0.000 T 1.752 92.8 0.055 b165 141 Node - 33.8 27.5 Dyna Flow 1-1/2 80.9 0.005 0.543 13.5 1.8 Branch Line 81 Node - 33.8 26.9 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.022 151 33.8 27.9 - Dyna Flow 1-1/2 80.9 0.004 0.369 11.0 1.5 Branch Line 83 Node - 33.8 27.5 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.014 b167 145 Node - 33.8 28.2 - Dyna Flow 1-1/2 80.9 0.002 0.261 9.1 1.2 Branch Line 85 Node - 33.8 28.0 - 120 1.500 23.8 0.000 2T 1.752 104.7 1 0.010 b168 147 Node - 33.8 28.6 - Dyna Flow 1-1/2 80.9 0.002 0.185 7.5 1.0 Branch Line 87 Node - 33.8 28.4 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.007 b169 149 iIi 33.8 29.0 - Dyna Flow 1-1/2 80.9 0.001 0.136 6.4 0.9 Branch Line 89 Node - 33.8 28.9 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.005 Iö 151 Node 33.8 29.4 - Dyna Flow 1-1/2 80.9 0.001 0.111 5.7 0.8 Branch Line 91 Node - 33.8 29.3 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.004 b171 153 Node 33.8 29.8 - Dyna Flow 1-1/2 80.9 0.001 0.108 5.6 0.8 Branch Line 93 Node - 33.8 29.7 - 120 1.500 23.8 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:49 PM Palomar Airport Builcing#1 Page: 9 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - - - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss I - - ft PS ft p psi _gp ft/s b172 155 Node - 33.8 30.2 - Dyna Flow 1-1/2 1 80.9 0.001 0.127 6.2 0.8 Branch Line 95 Node - 33.8 30.1 - 120 1.500 23.8 0.000 21 1.752 104.7 0.005 b173 157 Node - 33.8 30.7 - Dyna Flow 1-1/2 80.9 0.002 0.172 7.3 1.0 Branch Line 97 Node - 33.8 30.5 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.006 b174 159 Node - 33.8 31.1 - Dyna Flow 1-1/2 80.9 0.002 0.246 8.8 1.2 Branch Line 99 Node - 33.8 30.9 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.009 b175 161 Node - 33.8 31.6 - Dyna Flow 1-1/2 80.9 0.003 0.355 10.7 1.4 Branch Line 101 Node - 33.8 31.2 - 120 1.500 23.8 0.000 2T 1.752 11 104.7 0.014 b176 163 Node - 33.8 32.1 - Dyna Flow 1-1/2 80.9 0.005 0.510 13.1 1.7 Branch Line 103 Node - 33.8 31.6 - 120 1.500 1 23.8 0.000 21 1.752 104.7 0.020 b177 165 Node - 33.8 32.6 - Dyna Flow 1-1/2 80.9 0.007 0.720 15.7 2.1 Branch Line 105 Node - 33.8 31.9 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.030 b178 167 Node 33.8 33.1 - Dyna Flow 1-1/2 80.9 0.009 0.978 18.6 2.5 Branch Line 107 Node - 33.8 32.2 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.041 b179 169 Node - 33.8 33.7 - Dyna Flow 1-1/2 1 80.9 0.012 1.286 21.5 2.9 Branch Line 109 Node - 33.8 32.4 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.055 b180 171 Node - 33.8 34.3 - Dyna Flow 1-1/2 1 80.9 0.016 1.673 24.8 3.3 Branch Line 111 Node - 33.8 32.6 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.074 b181 173 Node - 33.8 34.9 - Dyna Flow 1-1/2 80.9 0.021 2.148 28.4 3.8 Branch Line 113 Node - 33.8 32.7 - 120 1.500 23.8 0.000 21 1.752 104.7 0.096 b182 176 Node - 33.8 35.6 - Dyna Flow 1-1/2 1 80.9 0.026 2.693 32.1 4.3 Branch Line Node - 33.8 32.9 - 120 1.500 23.8 0.000 115 2T 1.752 104.7 0.123 b183 177 Node - 33.8 36.3 - Dyna Flow 1-1/2 80.9 0.032 3.305 35.9 4.8 Branch Line 117 Node - 33.8 33.0 - 120 1.500 23.8 0.000 21 1.752 104.7 0.153 b184 74 Node - 31.0 25.2 - Dyna Flow 3 10.5 0.010 0.213 106.3 3.9 Branch Line 72 Node - 30.9 25.0 - 120 3.000 10.4 0.022 E 3.340 20.9 0.102 b162 203 Head 8.00 33.8 20.7 - Dyna Thread 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 204 Head 8.00 33.8 20.7 - 120 1.500 1 0.0 0.000 ______ - 1.639 7.1 0.000 b163 131 Node - 33.8 22.6 - Dyna Thread 1-1/2 2.2 0.000 0.000 0.0 0.0 Branch Line 205 Head 8.00 33.8 22.6 - 120 1.500 8.6 0.000 1 1.639 10.8 0.000 biä 133 Node 33.8 22.6 - Dyna Thread 1-1/2 2.2 0.000 0.000 0.0 0.0 Branch Line 206 Head 8.00 33.8 22.6 - 120 1.500 8.6 0.000 _______ 1 1.639 10.8 0.000 b199 135 Node - 33.8 20.4 - Dyna Thread 1-1/2 5.8 0.000 0.000 0.0 0.0 Branch Line 207 Head 8.00 33.8 20.4 - 120 1.500 8.6 0.000 ______ T 1.639 14.4 0.000 rnl 72 Node -30.9 25.0 - Dyna Thread 1-1/2 2.8 0.326 3.702 106.3 16.2 Riser Nipple 71 Node - 33.7 20.1 - 120 1.500 8.6 1.191 1 1.639 11.4 1.759 m2 74 Node - 31.0 25.2 - Dyna Thread 1-1/2 2.3 0.331 3.750 107.0 16.3 Riser Nipple 73 Node - 33.8 20.2 - 120 1.500 8.6 1.191 1 1.639 11.4 1.783 m3 76 Node 31.0 . 25.6 - Dyna Thread 1-1/2 2.8 0.329 3.728 106.7 16.2 Riser Nipple 75 Node - 33.8 20.7 - 120 1.500 8.6 1.191 ______ 1 1.639 11.4 1.772 F ä i 31.0 26.5 - Dyna Thread 1-1/2 2.8 0.017 0.191 -21.4 3.3 Riser Nipple 77 Node - 33.8 25.5 - 120 1.500 8.6 1.191 ______ 1 1.639 11.4 0.071 n5 80 Node -31.0 27.3 - Dyna Thread 1-1/2 2.3 0.011 0.121 -16.8 2.5 Riser Nipple 79 Node - 33.8 26.2 - 120 1.500 8.6 1.191 __ 1 1.639 11.4 0.044 Node - 31.0 28.1 DynaThread 1-1/2 2.3 0.007 0.081 -13.5 2.1 RiserNipple jn682 81 Node -33.8 26.9 -120 1.500 8.6 1.191 ___ 1 1.639 1 11.4 1 0.028 1 OmniCADD Hydraulic Calculation Software v. 2.3 I n I May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 10 PIPES # Start/End Nodes Material HWC Size Nom.Diam. Length Eq.Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeI.Loss ft psi gpm ft psi/ft psi gpm ft/s rn7 - 84 Node - 31.0 28.7 - Dyna Thread 1-1/2 2.8 0.005 0.055 -11.0 1.7 Riser Nipple 83 Node - 33.8 27.5 - 120 1.500 8.6 1.191 1 1.639 11.4 0.019 m8 86 Node - 31.0 29.1 - Dyna Thread 1-1/2 2.8 0.003 0.039 -9.1 1.4 Riser Nipple 85 Node - 33.8 28.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.013 m9 88 Node - 31.0 29.6 - Dyna Thread 1-1/2 2.8 0.002 0.028 -7.6 1.1 Riser Nipple 87 Node - 33.8 28.4 - 120 1.500 8.6 1.191 T 1.639 11.4 0.009 rn10 90 Node - 31.0 30.0 - Dyna Thread 1-1/2 2.8 0.002 0.020 -6.4 1.0 Riser Nipple 89 Node - 33.8 28.9 - 120 1.500 8.6 1.191 1 1.639 11.4 0.006 mu 1 92 Node - 31.0 30.4 - Dyna Thread 1-1/2 2.8 0.001 0.017 -5.7 0.9 Riser Nipple 91 Node - 33.8 29.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.005 m12 94 Node - 31.0 30.8 - Dyna Thread 1-1/2 2.8 0.001 0.016 -5.6 0.9 Riser Nipple 93 Node - 33.8 29.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.005 ml 96 Node - 31.0 31.2 - Dyna Thread 1-1/2 2.8 0.002 0.019 -6.2 0.9 Riser Nipple 95 Node - 33.8 30.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.006 m14 98 Node - 31.0 31.6 - Dyna Thread 1-1/2 2.8 0.002 0.026 -7.3 1.1 Riser Nipple 97 Node - 33.8 30.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.008 100 iI - 31.0 32.0 - Dyna Thread 1-1/2 2.8 0.003 0.037 -8.8 1.3 Riser Nipple 99 Node 33.8 30.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.012 m16 102 Node - 31.0 32.4 - Dyna Thread 1-1/2 2.8 0.005 0.053 -10.7 1.6 Riser Nipple 101 Node - 33.8 31.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.018 ml 104 Node - 31.0 32.7 - Dyna Thread 1-1/2 2.8 0.007 0.077 -13.1 2.0 Riser Nipple 103 Node - 33.8 31.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.027 m18 106 Node - 31.0 33.0 - Dyna Thread 1-1/2 2.8 0.010 0.108 -15.7 2.4 Riser Nipple 105 Node - 33.8 31.9 - 120 1.500 8.6 1.191 ______ ______ _______ T 1.639 11.4 0.038 m19 108 Node - 31.0 33.2 - Dyna Thread 1-1/2 2.8 0.013 0.147 -18.6 2.8 Riser Nipple 107 Node - 33.8 32.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.054 110 Node 31.0 33.4 - Dyna Thread 1-1/2 2.8 0.017 0.193 -21.5 3.3 Riser Nipple 109 Node - 33.8 32.4 - 120 1.500 8.6 1.191 1 1.639 11.4 0.072 11 - 31.0 33.5 - Dyna Thread 1-1/2 2.8 0.022 0.251 -24.8 3.8 Riser Nipple 111 Node - 33.8 32.6 - 120 1.500 8.6 1.191 T 1 1.639 11.4 0.096 114 Node - 31.0 33.6 - Dyna Thread 1-1/2 2.8 0.028 0.323 -28.4 4.3 Riser Nipple 113 Node - 33.8 32.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.126 m23 116 Node - 31.0 33.7 - Dyna Thread 1-1/2 2.8 0.036 0.404 -32.1 4.9 Riser Nipple 115 Node - 33.8 32.9 - 120 1.500 8.6 1.191 T 1.639 11.4 ______ 0.161 118 Node - 31.0 33.7 - Dyna Thread 1-1/2 2.8 0.044 0.496 -35.9 5.5 Riser Nipple 117 Node - 33.8 33.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.200 m25 132 -K-ode - 31.0 27.5 - Dyna Thread 1-1/2 2.8 0.333 3.777 107.5 16.3 Riser Nipple 131 Node - 33.8 22.6 - 120 1.500 8.6 1.191 T 1.639 11.4 1.797 fr_ i-i - 31.0 ______ 27.6 - Dyna Thread 1-1/2 2.8 0.332 3.766 107.3 16.3 Riser Nipple 133 Node - 33.8 22.6 - 120 1.500 8.6 1.191 ______ _______ _______ T 1.639 11.4 1.792 136 31.0 27.7 - Dyna Thread 1-1/2 2.8 0.542 6.143 139.8 21.3 Riser Nipple 135 Node - 33.8 20.4 - 120 1.500 8.6 1.191 T 1.639 11.4 3.041 m28 138 Node - 31.0 28.0 - Dyna Thread 1-1/2 2.8 0.017 0.191 21.4 3.3 Riser Nipple 137 Node - 33.8 26.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.071 rn29 140 Node - 31.0 26.4 - Dyna Thread 1-1/2 2.8 0.011 0.121 16.8 2.5 Riser Nipple 139 Node - 33.8 27.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.044 OmniCADD Hydraulic Calculation Software v. 2.3 a I May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 11 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # I Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss ft psi gpm ft psi/ft psi gpm ft/s rn30 142 Node - 31.0 28.8 - Dyna Thread 1-1/2 2.8 0.007 0.081 13.5 2.1 Riser Nipple 141 Node - 33.8 27.5 - 120 1.500 8.6 1.191 T 1.639 11.4 0.028 rn3l 144 Node - 31.0 29.1 - Dyna Thread 1-1/2 2.8 0.005 0.055 11.0 1.7 Riser Nipple 143 Node - 33.8 27.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.019 m32 146 Node - 31.0 29.5 - Dyna Thread 1-1/2 2.8 0.003 0.039 9.1 1.4 Riser Nipple 145 Node - 33.8 28.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.013 m33 148 Node - 31.0 29.8 - Dyna Thread 1-1/2 2.8 0.002 0.028 7.6 1.1 Riser Nipple 147 Node - 33.8 28.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.009 m34 150 Node - 31.0 30.2 - Dyna Thread 1-1/2 2.8 0.002 0.020 6.4 1.0 Riser Nipple 149 Node - 33.8 29.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.006 rn35 152 Node - 31.0 30.6 - Dyna Thread 1-1/2 2.8 0.001 0.017 5.7 0.9 Riser Nipple 151 Node - 33.8 29.4 - 120 1.500 8.6 1.191 T 1.639 11.4 0.005 m36 154 Node - 31.0 31.0 - Dyna Thread 1-1/2 2.8 0.001 0.016 5.6 0.9 Riser Nipple 153 Node - 33.8 29.8 - 120 1.500 8.6 1.191 T 1.639 11.4 0.005 m37 156 Node - 31.0 31.4 - Dyna Thread 1-1/2 2.8 0.002 0.019 6.2 0.9 Riser Nipple 155 Node - 33.8 30.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.006 m38 158 Node - 31.0 31.9 - Dyna Thread 1-1/2 2.8 0.002 0.026 7.3 1.1 Riser Nipple 157 Node - 33.8 30.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.008 m39 160 Node - 31.0 32.3 - Dyna Thread 1-1/2 2.8 0.003 0.037 8.8 1.3 Riser Nipple 159 Node - 33.8 31.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.012 rn40 162 Node - 31.0 32.8 - Dyna Thread 1-1/2 2.8 0.005 0.053 10.8 1.6 Riser Nipple 161 Node - 33.8 31.6 - 120 1.500 8.6 1.191 ______ _______ _______ T 1.639 11.4 0.018 rn4l 164 Node - 31.0 33.4 - Dyna Thread 1-1/2 2.8 0.007 0.077 13.1 2.0 Riser Nipple 163 Node - 33.8 32.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.027 rn42 166 Node - 31.0 33.9 - Dyna Thread 1-1/2 2.8 0.010 0.108 15.7 2.4 Riser Nipple 165 Node - 33.8 32.6 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.038 m43 168 TI 31.0 34.5 - Dyna Thread 1-1/2 2.8 0.013 0.147 18.6 2.8 Riser Nipple 167 Node - 33.8 33.1 - 120 1.500 8.6 1.191 11 T 1.639 11.4 0.054 17 - 31.0 35.1 - Dyna Thread 1-1/2 2.8 0.017 0.193 21.5 3.3 Riser Nipple 169 Node - 33.8 33.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.072 17 11 - 31.0 35.7 - Dyna Thread 1-1/2 2.8 0.022 0.251 24.8 3.8 Riser Nipple 171 Node - 33.8 34.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.096 rn46 174 Node 31.0 36.4 - Dyna Thread 1-1/2 2.8 0.028 0.323 28.4 4.3 Riser Nipple 173 Node - 33.8 34.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.126 rn47 175 Node - 31.0 37.2 - Dyna Thread 1-1/2 2.8 0.036 0.404 32.1 4.9 Riser Nipple 176 Node - 33.8 35.6 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.161 17 iii 31.0 38.0 - Dyna Thread 1-1/2 2.8 0.044 0.496 35.9 5.5 Riser Nipple 177 Node - 33.8 36.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.200 crn25 76 Node 31.0 25.6 - Dyna Flow 3 11.0 0.037 0.406 213.4 7.8 Cross Main 74 Node - 31.0 25.2 - 120 3.000 0.0 0.000 3.340 11.0 0.411 cm26 78 Node 31.0 26.5 - Dyna Flow 3 11.5 0.079 0.898 320.1 11.7 Cross Main 76 Node - 31.0 25.6 - 120 3.000 0.0 0.000 - 3.340 11.5 0.924 80 Node - 31.0 27.3 - Dyna Flow 3 11.8 0.069 0.808 298.7 10.9 Cross Main 78 Node - 31.0 26.5 - 120 3.000 0.0 0.000 - 3.340 11.8 0.805 cm28 82 Node - 31.0 28.1 - Dyna Flow 3 12.0 0.062 0.741 281.9 10.3 Cross Main 80 Node - 31.0 27.3 - 120 3.000 0.0 0.000 - 3.340 12.0 0.717 OmniCADD Hydraulic Calculation Software v. 2.3 I I May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 12 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. Int.Diam. Eq.Length Fr.Loss Total Length! Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # - - Type Value Elevation Res.Pres. Discharge ft psi ft psi/ft psi gpm ft/s cm29 84 Node - 31.0 28.7 - Dyna Flow 3 10.5 1 0.057 0.592 268.4 9.8 Cross Main 82 Node - 31.0 28.1 - 120 3.000 0.0 0.000 - 3.340 10.5 0.650 cm30 86 Node - 31.0 29.1 - Dyna Flow 3 9.0 0.052 0.470 257.5 9.4 Cross Main 84 Node - 31.0 28.7 - 120 3.000 0.0 0.000 - 3.340 9.0 -0.598 cm31 88 Node - 31.0 29.6 - Dyna Flow 3 9.2 0.049 0.452 248.4 9.1 Cross Main 86 Node - 31.0 29.1 - 120 3.000 0.0 0.000 - 3.340 9.2 0.557 cm32 90 Node - 31.0 30.0 - Dyna Flow 3 9.5 0.046 0.439 240.9 8.8 Cross Main 88 Node - 31.0 29.6 - 120 3.000 0.0 0.000 __ - 3.340 9.5 0.523 cm33 92 Node - 31.0 30.4 - Dyna Flow 3 9.5 0.044. 0.417 234.5 -8.6 Cross Main 90 Node - 31.0 30.0 - 120 3.000 0.0 0.000 - 3.340 9.5 0.496 cm34 94 Node - 31.0 30.8 - Dyna Flow 3 9.5 0.042 0.399 228.7 8.4 Cross Main 92 Node - 31.0 30.4 - 120 3.000 . 0.0 0.000 _______ 3.340 9.5 0.472 cm35 96 Node - 31.0 31.2 - Dyna Flow 3 10.0 0.040 0.401 223.1 8.2 Cross Main 94 Node - 31.0 30.8 - 120 3.000 0.0 0.000 - 3.340 10.0 0.449 cm36 98 Node 31.0 31.6 - Dyna Flow 3 10.5 1 0.038 0.399 216.9 7.9 Cross Main 96 Node - 31.0 31.2 - 120 3.000 0.0 0.000 - 3.340 10.5 0.425 cm37 100 Node - 31.0 32.0 - Dyna Flow 3 10.5 1 0.036 0.375 209.6 7.7 Cross Main 98 Node - 31.0 31.6 - 120 3.000 0.0 0.000 - 3.340 10.5 0.397 cm38 102 Node - 31.0 32.4 Dyna Flow 3 10.5 0.033 0.346 200.8 7.4 Cross Main 100 Node - 31.0 32.0 - 120 3.000 0.0 0.000 ________ - 3.340 10.5 0.364 cm39 104 Node - 31.0 32.7 - Dyna Flow 3 10.8 0.030 0.320 190.1 7.0 Cross Main 102 Node - 31.0 32.4 - 120 3.000 0.0 0.000 - 3.340 10.8 0.326 cm40 106 Node - 31.0 33.0 - Dyna Flow 3 1-.0 0.026 0.287 177.1 6.5 Cross Main 104 Node - 31.0 32.7 - 120 3.000 0.0 0.000 ___ __ - 3.340 1.0 0.283 cm4l 108 Node - 31.0 33.2 - Dyna Flow 3 10.5 0.022 0.231 161__.4 5.9 Cross Main 106 Node - 31.0 33.0 - 120 3.000 0.0 0.000 3.340 10.5 0.235 cm42 110 Node 31.0 33.4 - Dyna Flow 3 10.0 0.018 0.176 142.8 5.2 Cross Main 108 Node - 31.0 33.2 - 120 3.000 0.0 0.000 - 3.340 10.0 0.184 cm43 112 Node - 31.0 33.5 - Dyna Flow 3 10.2 0.013 0.133 121.3 4.4 Cross Main 110 Node - 31.0 33.4 - 120 3.000 0.0 0.000 - 3.340 10.2 0.133 cm44 114 Node 31.0 33.6 Dyna Flow 3 10.5 0.009 0.089 96.5 3.5 Cross Main 112 Node - 31.0 33.5 - 120 3.000 0.0 0.000 - 3.340 10.5 0.084 cm45 116 Node - 31.0 33.7 - Dyna Flow 3 10.2 0.004 0.046 68.1 2.5 Cross Main 114 Node - 31.0 33.6 - 120 3.000 0.0 0.000 3.340 10.2 0.042 cm46 118 Node - 31.0 33.7 - Dyna Flow 3 10.0 0.001 0.014 35.9 . 1.3 Cross Main 116 Node - 31.0 33.7 - 120 3.000 0.0 0.000 __ - 3.340 10.0 _ 0.012 iT Node - 10.0 54.6 - Dyna Flow 4 21.0 0.090 3.098 674.6 14.8 Feed Main 121 Node - 31.0 42.3 - 120 4.000 13.7 9.093 _______ _______ ________ E 4.314 34.7 1.476 T Node - 31.0 39.5 - fm2 Dyna Flow 4 13.3 0.090 2.857 -674.6 14.8 __________ Feed Main 121 Node - 31.0 42.3 - 120 4.000 13.7 0.000 E 4.314 32.0 1.476 123 Node - 10.0 56.3 - Dyna Flow 4 .5.2 0.090 1.693 674.6 14.8 Feed Main 122 Node - 10.0 54.6 - 120 4.000 13.7 . 0.000 E 4.314 19.0 1.476 fm3l 123 Node - 10.0 56.3 - Dyna Flow 4 8.0 0.090 6.198 -674.6 14.8 Feed Main 124 Node - 2.0 66.0 - 120 4.000 61.5 3.464 EBS 4.314 69.5 1.476 ___ ______ 31.0 27:6 - Dyna Flow 4 10.5 0.003 0.031 107.6 2.4 _________ Feed Main 132 Node - 31.0 27.5 - . 120 4.000 0.0 0.000 _ - 4.314 10.5 0.038 OmniCADD Hydraulic Calculation Software v. 2.3 I I I May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 13 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. Int.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type - Value Elevation Res.Pres. Discharge ft psi _gp_ ft psi/ft psi gpm ft/s fm8 136 Node - 31.0 27.7 - Dyna Flow 4 11.0 0.011 0.118 214.7 4.7 Feed Main 134 Node - 31.0 27.6 - 120 4.000 0.0 0.000 - 4.314 11.0 0.150 fm9 138 Node • 31.0 28.0 - Dyna Flow 4 11.5 0.027 0.312 354.5 7.8 Feed Main 136 Node - 31.0 27.7 - 120 4.000 0.0 0.000 - 4.314 11.5 0.408 fm10 140 Node - 31.0 28.4 - Dyna Flow 4 11.8 0.030 0.355 375.9 8.3 Feed Main 138 Node - 31.0 28.0 - 120 4.000 0.0 0.000 - 4.314 11.8 0.458 fmll 142 Node - 31.0 28.8 - Dyna Flow 4 12.0 0.033 0.394 392.7 8.6 Feed Main 140 Node - 31.0 28.4 - 120 4.000 0.0 0.000 - 4.314 12.0 0.500 fm12 144 Node - 31.0 29.1 - Dyna Flow 4 10.5 0.035 0.367 406.2 8.9 Feed Main 142 Node - 31.0 28.8 - 120 4.000 0.0 0.000 - 4.314 10.5 0.535 fm13 146 Node - 31.0 29.5 - Dyna Flow 4 9.0 0.037 0.330 417.1 9.2 Feed Main 144 Node - 31.0 29.1 - 120 4.000 0.0 0.000 - 4.314 9.0 0.564 W4 148 Node - 31.0 29.8 - Dyna Flow 4 9.2 0.038 0.353 426.2 9.4 Feed Main 146 Node - 31.0 29.5 - 120 4.000 0.0 0.000 - 4.314 9.2 0.589 fm15 150 Node - 31.0 30.2 - Dyna Flow 4 9.5 0.040 0.374 433.7 9.5 Feed Main 148 Node - 31.0 29.8 - 120 4.000 0.0 0.000 - 4.314 9.5 0.610 fm16 152 Node - 31.0 30.6 - Dyna Flow 4 9.5 0.041 0.385 440.1 9.7 Feed Main 150 Node - 31.0 30.2 - 120 4.000 0.0 0.000 - 4.314 9.5 0.628 fm17 154 Node - 31.0 31.0 - Dyna Flow 4 9.5 0.042 0.394 445.9 9.8 Feed Main 152 Node - 31.0 30.6 - 120 4.000 0.0 0.000 - 4.314 9.5 0.645 i18 156 Node - 31.0 31.4 - Dyna Flow 4 10.0 0.043 0.425 451.5 9.9 Feed Main 154 Node - 31.0 31.0 - 120 4.000 0.0 0.000 - 4.314 10.0 0.661 fm19 158 Node - 31.0 31.9 - Dyna Flow 4 10.5 0.044 0.457 457.7 10.0 Feed Main 156 Node - 31.0 31.4 - 120 4.000 0.0 0.000 - 4.314 10.5 0.679 fm20 160 Node - 31.0 32.3 - Dyna Flow 4 10.5 0.045 0.471 464.9 10.2 Feed Main 158 Node - 31.0 31.9 - 120 4.000 0.0 0.000 - 4.314 10.5 0.701 fm2l 162 Node - 31.0 32.8 - Dyna Flow 4 10.5 0.047 0.487 473.8 10.4 Feed Main 160 Node - 31.0 32.3 - 120 4.000 0.0 0.000 - 4.314 10.5 0.728 fm22 :164 Node 31.0 33.4 - Dyna Flow 4 10.8 0.049 0.520 484.5 10.6 Feed Main 162 Node - 31.0 32.8 - 120 4.000 0.0 0.000 - 4.314 10.8 0.761 fm23 166 Node - 31.0 33.9 - Dyna Flow 4 11.0 0.051 0.559 497.5 10.9 Feed Main 164 Node - 31.0 33.4 - 120 4.000 0.0 0.000 4.314 11.0 0.803 fm24 168 Node - 31.0 34.5 - Dyna Flow 4 10.5 0.054 0.565 513.2 11.3 Feed Main 166 Node - 31.0 33.9 - 120 4.000 0.0 0.000 - 4.314 10.5 0.854 fm25 170 Node - 31.0 35.1 - Dyna Flow 4 10.0 0.058 0.575 531.8 11.7 Feed Main 168 Node - 31.0 34.5 - 120 4.000 0.0 0.000 - 4.314 10.0 0.917 fm26 172 Node 31.0 35.7 - Dyna Flow 4 10.2 0.062 0.634 553.3 12.1 Feed Main 170 Node - - 31.0 35.1 - 120 4.000 0.0 0.000 _______ - 4.314 10.2 0.993 fm27 174 Node -31.0 36.4 - Dyna Flow 4 10.5 0.068 0.704 578.2 12.7 Feed Main 172 Node - 31.0 35.7 - 120 4.000 0.0 0.000 - 4.314 10.5 1.084 fm28 175 NI - 31.0 37.2 - Dyna Flow 4 10.2 0.074 0.751 606.6 13.3 Feed Main 174 Node - 31.0 36.4 - 120 4.000 0.0 0.000 - 4.314 1 10.2 1.193 1 fm29 178 Node - 31.0 38.0 - Dyna Flow 4 10.0 0.081 0.807 638.7 14.0 Feed Main 175 Node - 31,0 37.2 - 120 4.000 0.0 0.000 - _______ - 4.314 10.0 1.323 fm30 179 Node - 31.0 39.5 - Dyna Flow 4 2.8 0.090 1.475 674.6 14.8 Feed Main 178 Node - 31.0 38.0 - 120 4.000 13.7 0.000 E 4.314 16.5 1.476 OmniCADD Hydraulic Calculation Software v. 2.3 a May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 14 PIPES Start/End Nbdes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge lnt.Diam. Total Length Pres.Vel.Loss ft psi _gp_ ft psi/ft psi gpm ft/s fm3 124 Node - 2.0 66.0 - Dyna Flow 6 2.0 0.013 0.533 -674.6 6.8 Feed Main 125 Node - 2.0 66.5 - 120 6.000 38.3 0.000 T 6.385 40.3 0.307 fm4 125 Node - 2.0 66.5 - Dyna Flow 6 1.0 0.013 0.013 -674.6 6.8 Feed Main 126 Node - 1.0 66.9 - 120 6.000 0.0 0.433 - 6.385 1.0 0.307 up2 189 FPLD 5.0 -4.0 69.6 - Ductile 8 5.0 0.003 0.420 675.3 3.9 Underground 127 Node - -4.0 69.2 - 140 8.000 160.2 0.000 3ET12 8.450 165.2 0.100 upl6 129 Node - -4.0 74.8 - Ductile 8 10.0 0.002 0.187 675.1 3.9 Underground 189 FPLD 5.0 -4.0 69.6 - 150 8.000 73.7 0.000 TG 8.450 83.7 0.100 upi 126 Node - 1.0 66.9 - Ductile 8 5.0 0.003 0.089 -675.3 3.9 Underground 127 Node - -4.0 69.2 - 140 8.000 29.9 2.165 E 8.450 1 34.9 0.100 up25 187 Node - -4.0 77.5 - Ductile 10 5.0 0.003 0.013 -1175.3 4.5 Underground 1 Src [...] -4.0 77.6 0.0 140 10.000 0.0 0.000 10.340 5.0 0.136 up26 187 Node - -4.0 77.5 - Ductile 10 792.5 0.001 0.855 722.7 2.8 Underground 188 Node - -4.0 76.7 - 140 10.000 0.0 0.000 - 10.340 792.5 0.051 up20 183 Node . -4.0 74.9 - PVC200 8 12.9 0.002 0.027 500.2 3.5 Underground 190 Hose 500.0 -4.0 74.8 500.0 150 8.000 0.0 0.000 - 7.660 12.9 0.082 _ up3 62 Node - -4.0 76.4 - PVC200 8 52.0 0.002 0.125 -451.3 3.1 Underground 61 Node - -4.0 76.6 - 150 8.000 21.1 0.000 E 7.660 73.1 0.066 up4 61 Node - -4.0 76.6 - PVC200 8 138.0 0.002 0.237 -451.3 3.1 Underground 119 Node - -4.0 I 76.8 - 150 8.000 0.0 0.000 - 7.660 138.0 0.066 up5 67 Node - -4.0 76.3 - PVC200 8 64.0 0.002 0.146 -451.3 3.1 Underground 62 Node - -4.0 76.4 - 150 8.000 21.1 0.000 E 7.660 85.1 0.066 up6 64 Node - -4.0 75.3 - PVC200 8 220.0 0.002 0.377 -451.3 3.1 Underground 63 Node - -4.0 75.7 - 150 8.000 0.0 0.000 7.660 220.0 0.066 up7 63 Node - -4.0 75.7 - PVC200 8 28.0 0.002 0.084 -451.3 3.1 Underground 69 Node - -4.0 75.8 - 150 8.000 21.1 0.000 __ E 7.660 49.1 0.066 up8 65 Node - -4.0 75.0 - PVC200 8 150.0 0.002 0.293 -451.3 3.1 Underground 64 Node - -4.0 75.3 - 150 8.000 21.1 0.000 E 7.660 171.1 0.066 __ up9 64 Node - -4.0 75.3 - PVC200 8 25.0 0.000 0.000 0.0 0.0 Underground 66 Node - -4.0 75.3 - 150 8.000 41.1 0.000 T 7.660 66.1 0.000 uplO 129 Node - -4.0 74.8 - PVC200 8 117.8 0.002 0.202 -451.3 3.1 Underground 65 Node - -4.0 75.0 - 150 8.000 0.0 0.000 • _ - 7.660 117.8 0.066 68 - -4.0 75.9 - PVC200 8 220.0 0.002 0.413 -451.3 3.1 Underground 67 Node - -4.0 76.3 - 150 8.000 21.1 0.000 _______ E 7.660 241.1 0.066 up12 69 Node - -4.0 75.8 - PVC200 8 65.0 0.002 0.111 -451.3 3.1 Underground 68 Node - -4.0 75.9 - 150 8.000 0.0 0.000 _______ - 7.660 65.0 0.066 up13 68 Node - -4.0 75.9 - PVC200 8 16.0 0.000 0.000 0.0 0.0 Underground 70 Node - -4.0 75.9 - 150 8.000 41.1 0.000 _______ T 7.660 57.1 0.000 up14 119 Node --4.0 76.8 - PVC200 8 15.0 0.000 0.000 -0.1 0.0 Underground 120 Node - -4.0 76.8 - 150 8.000 0.0 0.000 _______ - 7.660 15.0 0.000 fl Node - -4.0 76.8 - PVC200 8 61.0 0.002 0.105 -451.3 3.1 Underground 180 Node - -4.0 76.9 150 8.000 0.0 0.000 _______ - 7.660 61.0 0.066 up17 129 Node - -4.0 74.8 - PVC200 8 82.2 0.000 0.057 -221.7 1.5 Underground 183 Node - -4.0 74.9 - 150 8.000 41.1 0.000 I _______ T 7.660 123.4 0.016 180 Node - -4.0 76.9 - PVC200 8 15.0 0.000 0.000 0.0 0.0 Underground 181 Node - -4.0 76.9 - 150 8.000 0.0 0.000 7.660 • 15.0 0.000 OmniCADD Hydraulic Calculation Software v. 2.3 I May 27, 2005 03:49 PM Palomar Airport Building#1 Page: 15 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - - - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss - - - ft psi gpm ft psi/ft psi gpm ft/s up19 180 Node - -4.0 76.9 - PVC200 8 187.0 0.002 0.320 -451.3 3.1 Underground 185 Node - -4.0 77.2 - 150 8.000 0.0 0.000 - 7.660 187.0 0.066 up2l 183 Node - -4.0 74.9 - PVC200 8 85.0 0.004 0.436 -724.0 5.0 Underground 184 Node - -4.0 75.3 - 150 8.000 21.1 0.000 E 7.660 106.1 0.171 up22 184 Node -4.0 75.3 - PVC200 8 311.0 0.004 1.364 -724.0 5.0 Underground 188 Node - -4.0 76.7 - 150 8.000 21.1 0.000 E 7.660 332.1 0.171 up23 185 Node - -4.0 77.2 - PVC200 8 15.0 0.000 0.000 -0.1 0.0 Underground 186 Node - -4.0 77.2 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 up24 185 Node - -4.0 77.2 - PVC200 8 134.0 0.002 0.300 -451.3 3.1 Underground 187 Node - -4.0 77.5 - 150 8.000 41.1 0.000 T 7.660 175.1 0.066 1 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:fl Palomar Building#1 • Page: 1 FLOW DIAGRAM 117 OmniCADD Hydraulic Calculation Software v. 2.3 May 27 2005 0351 PM P I mare LOW AG Id ng#1 Page P RAM 0107 65 5108 173 123 1 169 £ 72 122 125=126 106 $ 124 •. 163 =- 189 S 161 - 92 127 162 157 93 85 156 155 'N154 151 N 182 49 14 794 l N 150 147 204 203 146 143 202 .=___• 144 2130 4S N. 141 10 N1142 23 29 28 • 72 N140 34 N137 N138 192 44 39 33 135 191 49 38 27 133 48 NA. 206 134 56 131 205 132 02 95 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:52 PM Palomar wldin0#1 FLOW DIAGRAM j122 ,123 190 \\\\\ 125126 I ¶127 1 65 89 H 129 OmnICADO Hydraulic Calculation Software v. 2.3 HYDRAULIC CALCULATIONS for HANGAR 1 & 2 2100 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date May 27, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\Submittal0l \05-0058-2_PaIomar._AirpoBld1_R1 shft_1.hcp Design Data: Remote Area Location REMOTE AREA 1 Occupancy Classification EXTRA HAZARD GROUP 1 Density 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 22 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1186.4 gpm Name of Contractor Pro-Tech Fire Protection Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT SOUTH HYDRAULIC PEAKING CALCULATION FOR GRIDDED SYSTEM OmniCADD Hydraulic Calculation Software v. 2.3 Page: 2 May 27, 2005 03:46 PM Palomar Airport Building#1 GENERAL RESULTS Total Water Including Hose 1186.4 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 682.6 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.524 gpm Maximum Imbalance 5.0 gpm Maximum Velocity @ Pipe: rn27 24.1 ft/s Maximum Fr. Loss @ Pipe: rn27 0.682 psi/ft Average Density 0.34 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 1 Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 87.7 psi Required Pressure 76.7 psi Safety Factor 12.5%, 10.9 psi Water Flowing 1186.4 gpm S S OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:469 Palomar Air•uilding#1 Page Water Curves for Src: 1 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 0 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi @ gpm Supply Curve @ Src:1 A:95@0 - B:87.7@1186.4 - C:85@1404 Demand Curve @ Src:1 16.3 @0 - D: 76.7@ 1186.4 [ End Head Pressure Responce 0 @0-E:0 @ 1186.4 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 4 NODES # Type Value Elevation )( Y Res. Pres. Discharge ft ft ft psi gpm 1 Src [...] -4.0 734.2 156.6 76.7 0.0 204 Head 8.00 33.8 262.5 600.5 21.3 - 5 Head 8.00 33.7 284.0 599.3 21.1 - 6 Head 8.00 33.8 273.5 598.8 21.2 - 203 Head 8.00 33.8 262.5 593.4 21.3 - 10 Head 8.00 33.7 284.0 589.8 21.1 - 11 Head 8.00 33.8 273.5 589.8 21.2 - 202 Head 8.00 33.8 262.5 586.3 21.1 - 14 Head 8.00 33.8 239.3 585.9 25.3 - 15 Head 8.00 33.8 284.0 580.3 18.0 - 16 Head 8.00 33.8 273.5 580.3 18.1 - 201 Head 8.00 33.8 262.5 579.1 19.9 - 200 Head 8.00 33.8 262.5 572.0 18.7 - 23 Head 8.00 33.8 284.0 570.8 16.4 - 24 Head 8.00 33.8 273.5 570.8 16.5 - 199 Head 8.00 33.8 262.5 564.9 17.4 - 28 Head 8.00 33.8 284.0 561.3 14.9 30.9 29 Head 8.00 33.8 273.5 561.3 15.0 31.0 198 Head 8.00 33.8 262.5 557.8 16.2 - 33 Head 8.00 33.8 284.0 551.8 14.2 30.2 34 Head 8.00 33.8 273.5 551.8 14.3 30.2 197 Head 8.00 33.8 262.5 550.6 15.0 31.0 196 Head 8.00 33.8 262.5 543.5 14.4 30.4 38 Head 8.00 33.8 284.0 542.3 14.1 30.0 39 Head 8.00 33.8 273.5 542.3 14.1 30.1 195 Head 8.00 33.8 262.5 536.4 14.3 30.2 43 Head 8.00 33.8 284.0 532.8 14.1 30.0 44 Head 8.00 33.8 273.5 532.8 14.1 30.1 194 Head 8.00 33.8 262.5 529.3 14.3 30.2 48 Head 8.00 33.8 284.0 523.3 14.3 30.3 49 Head 8.00 33.8 273.5 523.3 14.4 30.4 193 Head 8.00 33.8 262.5 522.1 14.5 30.4 192 Head 8.00 33.8 262.5 515.0 15.1 31.1 56 Head 8.00 33.8 284.0 513.8 15.2 31.2 57 Head 8.00 33.8 273.5 513.8 15.3 31.3 191 Head 8.00 33.8 262.5 507.9 16.4 32.4 205 Head 8.00 33.8 284.0 504.3 18.5 34.5 206 Head 8.00 33.8 273.5 504.3 18.6 34.5 207 Head 8.00 33.8 262.5 500.7 16.3 32.3 190 Hose 500.0 -4.0 35.1 440.6 74.0 500.0 189 FPLD 5.0 -4.0 32.2 522.8 68.8 - 61 Node - -4.0 729.2 676.6 75.7 62 Node - -4.0 677.2 676.6 75.6 63 Node - -4.0 392.2 640.6 74.8 64 Node - -4.0 172.2 640.6 74.5 65 Node - -4.0 22.2 640.6 74.2 66 Node - -4.0 172.2 615.6 74.5 67 Node - -4.0 677.2 612.6 75.5 68 Node - -4.0 457.2 612.6 75.0 69 Node - -4.0 392.2 612.6 74.9 70 Node - -4.0 457.2 596.6 75.0 72 Node - 30.9 284.0 587.4 24.8 73 Node - 33.8 273.5 587.4 21.2 74 Node - 31.0 273.5 587.4 24.9 76 Node - 31.0 262.5 587.4 25.2 77 Node - 33.8 251.0 587.4 24.7 78 Node - 31.0 251.0 587.4 25.9 79 Node - 33.8 239.3 587.4 25.3 80 Node - 31.0 239.3 587.4 26.5 81 Node - 33.8 227.3 587.4 25.9 82 Node - 31.0 227.3 587.4 27.0 83 Node - 33.8 216.8 587.4 26.3 84 Node - 31.0 216.8 587.4 27.5 85 Node - 33.8 207.8 587.4 26.7 86 Node - 31.0 207.8 587.4 27.9 87 Node - 33.8 198.5 587.4 27.1 88 Node - 31.0 198.5 587.4 28.3 89 Node - 33.8 189.0 587.4 27.6 90 Node - 31.0 189.0 587.4 28.7 91 Node - 33.8 179.5 587.4 28.0 92 Node - 31.0 179.5 587.4 29.1 93 Node - 33.8 170.0 587.4 28.3 94 1 Node - 31.0 1 170.0 I 587.4 1 29.5 OmniCADD Hydraulic Calculation Software v. 2.3 C May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 5 NODES Value Elevation X Y Res.Pres. Discharg ft ft ft psi gpm - 33.8 160.0 587.4 28.7 - [976Node -31.0 160.0 587.4 29.9 -33.8 - 149.5 587.4 29.2 - 31.0 - 149.5 587.4 30.3 - 99 Node - 33.8 139.0 587.4 29.6 - 100 Node - 31.0 139.0 587.4 30.7 - 101 Node - 33.8 128.5 587.4 29.9 - 102 Node - 31.0 128.5 587.4 31.1 - 103 Node - 33.8 117.8 587.4 30.3 - 104 Node - 31.0 117.8 587.4 31.4 - 105 Node - 33.8 106.8 587.4 30.6 - 106 Node - 31.0 106.8 587.4 31.7 - 107 Node - 33.8 96.3 587.4 30.9 - 108 Node - 31.0 96.3 587.4 31.9 - 109 Node - 33.8 86.3 587.4 31.1 - 110 Node - 31.0 86.3 587.4 32.1 - 111 Node - 33.8 76.0 587.4 31.3 112 Node - 31.0 76.0 587.4 32.2 - 113 Node - 33.8 65.5 587.4 31.5 - 114 Node - 31.0 65.5 587.4 32.3 - 115 Node - 33.8 55.3 587.4 31.6 - 116 Node - 31.0 55.3 587.4 32.4 - 117 Node - 33.8 45.3 587.4 31.7 - 118 Node - 31.0 45.3 587.4 32.4 - 75 Node - 33.8 262.5 587.4 21.3 - 71 Node - 33.7 284.0 587.4 21.1 - 119 Node - -4.0 729.2 538.6 76.0 - 120 Node - -4.0 714.2 538.6 76.0 - 121 Node - 31.0 42.5 524.8 41.2 - 122 Node - 10.0 42.5 524.8 53.5 - 123 Node - 10.0 37.2 524.8 55.2 - 124 Node - 2.0 37.2 524.8 65.1 - 125 Node - 2.0 37.2 522.8 65.6 - 126 Node - 1.0 37.2 522.8 66.1 - 127 Node - -4.0 37.2 522.8 68.3 - 129 Node - -4.0 22.2 522.8 74.0 - 131 Node - 33.8 284.0 506.5 19.0 - 132 Node - 31.0 284.0 506.5 25.6 - 133 Node - 33.8 273.5 506.5 19.0 - 134 Node - 31.0 273.5 506.5 25.6 - 135 Node - 33.8 262.5 506.5 16.9 - 136 Node - 31.0 262.5 506.5 25.8 - 137 Node - 33.8 251.0 506.5 25.0 - 138 Node - 31.0 251.0 506.5 26.2 - 139 Node - 33.8 239.3 506.5 25.5 - 140 Node - 31.0 239.3 506.5 26.7 - 141 Node - 33.8 227.3 506.5 26.0 - 142 Node - 31.0 227.3 506.5 27.2 - 143 Node - 33.8 216.8 506.5 26.4 - 144 Node - 31.0 216.8 506.5 27.6 - 145 Node - 33.8 207.8 506.5 26.8 - 146 Node - 31.0 207.8 506.5 28.0 - 147 Node - 33.8 198.5 506.5 27.2 - 148 Node - 31.0 198.5 506.5 28.4 - 149 Node - 33.8 189.0 506.5 27.6 150 Node - 31.0 189.0 506.5 28.8 151 Node - 33.8 179.5 506.5 28.0 152 Node - 31.0 179.5 506.5 29.2 153 Node - 33.8 170.0 506.5 28.4 154 Node - 31.0 170.0 506.5 29.6 155 Node - 33.8 160.0 506.5 28.8 156 Node - 31.0 160.0 506.5 30.0 157 Node - 33.8 149.5 506.5 29.3 158 Node - 31.0 149.5 506.5 30.5 159 Node - 33.8 139.0 506.5 29.8 160 Node - 31.0 139.0 506.5 31.0 161 Node - 33.8 128.5 506.5 30.3 162 Node - 31.0 128.5 506.5 31.5 163 Node - 33.8 117.8 506.5 30.8 164 Node - 31.0 117.8 506.5 32.0 165 Node - 33.8 106.8 506.5 31.3 166 Node - 31.0 106.8 506.5 32.6 1167 Node - 33.8 1 96.3 1 506.5 1 31.9 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 6 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 168 Node - 31.0 96.3 506.5 33.2 - 169 Node - 33.8 86.3 506.5 32.4 - 170 Node - 31.0 86.3 506.5 33.8 - 171 Node - 33.8 76.0 506.5 33.0 - 172 Node - 31.0 76.0 506.5 34.4 - 173 Node - 33.8 65.5 506.5 33.6 - 174 Node - 31.0 65.5 506.5 35.2 - 175 Node - 31.0 55.3 506.5 35.9 - 176 Node - 33.8 55.3 506.5 34.3 - 177 Node - 33.8 45.3 506.5 35.1 - 178 Node - 31.0 45.3 506.5 36.8 - 179 Node - 31.0 42.5 506.5 38.3 - 180 Node - -4.0 729.2 477.6 76.1 - 181 Node - -4.0 714.2 477.6 76.1 - 183 Node - -4.0 22.2 440.6 74.0 - 184 Node - -4.0 -62.8 440.6 74.5 - 185 Node - -4.0 729.2 290.6 76.4 - 186 Node - -4.0 714.2 290.6 76.4 - 187 Node - -4.0 729.2 156.6 76.7 - 188 Node - -4.0 1 -62.8 1 129.6 1 75.8 - I OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 7 PIPES # Start/End Nodes Material HWC Nom.Diam. Size Length Eq.Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fiftinqs lnt.Diam. Total Length Pres.Vel.Loss • ft psi gpm ft _psi/ft psi gpm ft/s b14 10 Head 6.00 33.7 21.1 - Dyna Flow 1-1/2 9.5 0.000 0.000 0.0 0.0 Branch Line 5 Head 8.00 33.7 21.1 - 120 1.500 0.0 0.000 - 1.752 9.5 0.000 b15 11 Head 8.00 33.8 21.2 - Dyna Flow 1-1/2 9.0 0.000 0.000 0.0 0.0 Branch Line 6 Head 8.00 33.8 21.2 - 120 1.500 0.0 0.000 - 1.752 9.0 0.000 b197 203 Head 8.00 33.8 21.3 - Dyna Flow 1-1/2 6.0 0.000 0.000 0.0 0.0 Branch Line 75 Node - 33.8 21.3 - 120 1.500 11.9 0.000 _______ T 1.752 17.9 0.000 b19 71 Node - 33.7 21.1 - Dyna Flow 1-1/2 2.4 0.000 0.000 0.0 0.0 Branch Line 10 Head 8.00 33.7 21.1 - 120 1.500 11.9 0.000 T 1.752 14.4 0.000 ____ bilO 73 Node - 33.8 ________ 21.2 - Dyna Flow 1-1/2 2.4 0.000 0.000 0.0 0.0 Branch Line 11 Head 8.00 33.8 21.2 - 120 1.500 11.9 0.000 1 1.752 14.4 0.000 b196 202 Head 8.00 33.8 21.1 - Dyna Flow 1-1/2 7.1 0.172 1.226 89.7 11.9 Branch Line 201 Head 8.00 33.8 19.9 - 120 1.500 0.0 0.000 - 1.752 7.1 0.960 __ bll2 75 Node - 33.8 21.3 - Dyna Flow 1-1/2 1.1 0.172 0.194 89.7 11.9 Branch Line 202 Head 8.00 33.8 21.1 - 120 1.500 0.0 0.000 - 1.752 1.1 0.960 b116 14 Head 8.00 33.8 25.3 - Dyna Flow 1-1/2 1.5 0.002 0.023 7.4 1.0 Branch Line 79 Node - 33.8 25.3 - 120 1.500 11.9 0.000 T 1.752 13.4 0.006 b164 139 Node - 33.8 _______ 25.5 - Dyna Flow 1-1/2 79.4 0.002 0.154 7.4 1.0 Branch Line 14 Head 8.00 33.8 25.3 - 120 1.500 11.9 0.000 T 1.752 91.3 0.006 b117 123 Head 8.00 33.8 16.4 - Dyna Flow 1-1/2 9.5 0.162 1.535 -86.7 11.5 Branch Line 15 Head 8.00 33.8 18.0 - 120 1.500 0.0 0.000 - 1.752 9.5 0.897 518 71 Node - 33.7 21.1 - Dyna Flow 1-1/2 7.1 0.162 3.068 86.7 11.5 Branch Line Head 8.00 33.8 18.0 - 120 1.500 11.9 0.022 15 1 1.752 19.0 0.897 bll9 24 Head 8.00 33.8 16.5 - Dyna Flow 1-1/2 9.5 0.163 1.549 -87.2 11.6 Branch Line 16 Head 8.00 33.8 18.1 - 120 1.500 0.0 0.000 - 1.752 9.5 0.906 WO Head 8.00 33.8 18.1 - Dyna Flow 1-1/2 7.1 0.163 3.096 -87.2 11.6 Branch Line ~16 73 Node - 33.8 21.2 - 120 1.500 11.9 0.000 T 1.752 19.0 0.906 b195 201 Head 8.00 33.8 19.9 - Dyna Flow 1-1/2 7.1 0.172 1.226 89.7 11.9 Branch Line 200 Head 8.00 33.8 18.7 - 120 1.500 0.0 0.000 - 1.752 7.1 0.960 b194 200 Head 8.00 33.8 18.7 - Dyna Flow 1-1/2 7.1 0.172 1.226 89.7 11.9 Branch Line 199 Head 8.00 33.8 17.4 - 120 1.500 0.0 0.000 - 1.752 7.1 0.960 b127 28 Head 8.00 33.8 14.9 30.9 Dyna Flow 1-1/2 9.5 0.162 1.535 -86.7 11.5 Branch Line 23 Head 8.00 33.8 16.4 - 120 1.500 0.0 0.000 - 1.752 9.5 0.897 b128 29 Head 8.001 33.8 15.0 31.0 Dyna Flow 1-1/2 9.5 0.163 1.549 -87.2 11.6 Branch Line 24 Head 8.00 33.8 16.5 - 120 1.500 0.0 0.000 - 1.752 9.5 0.906 61 ii iii 8.00 33.8 17.4 - Dyna Flow 1-1/2 7.1 0.172 1.226 89.7 11.9 Branch Line 198 Head 8.00 33.8 16.2 - 120 1.500 0.0 0.000 - 1.752 7.1 0.960 b132 33 Head 8.00 33.8 14.2 30.2 Dyna Flow 1-1/2 9.5 0.072 0.680 -55.9 7.4 Branch Line 28 Head 8.00 33.8 14.9 30.9 120 1.500 0.0 0.000 - 1.752 1 9.5 0.372 T -Head Tö 33.8 14.3 30.2 Dyna Flow 1-1/2 9.5 0.073 0.688 -56.2 7.5 Branch Line 29 Head 8.00 33.8 15.0 31.0 120 1.500 0.0 0.000 - 1.752 9.5 0.377 b192 198 Head 8.00 33.8 16.2 - Dyna Flow 1-1/2 7.1 0.172 1.226 89.7 11.9 Branch Line 197 Head 8.00 33.8 15.0 31.0 120 1.500 0.0 0.000 - 1.752 7.1 0.960 b137 38 iHead ä 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.017 0.162 -25.7 3.4 Branch Line Head 8.00 33.814.2 30.2 120 1.500 0.0 0.000 I I33 - 1.752 1 9.5 0.079 b138 9 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 9.5 0.017 0.165 -26.0 3.5 Branch Line 34 Head 8.00 33.8 14.3 30.2 120 1.500 0.0 0.000 1.752 9.5 0.080 OmniCADD Hydraulic Calculation Software v. 2.3 I I May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 8 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # - - Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss - ft psi gpm ft psi/ft psi gpm ft/s b191 197 Head 8.00 33.8 15.0 31.0 Dyna Flow 1-1/2 7.1 0.079 0.560 58.8 7.8 Branch Line 196 Head 8.00 33.8 14.4 30.4 120 1.500 0.0 0.000 - 1.752 7.1 0.412 b190 196 Head 8.00 33.8 14.4 30.4 Dyna Flow 1-1/2 7.1 0.021 0.146 28.4 3.8 Branch Line 195 Head 8.00 33.8 14.3 30.2 120 1.500 0.0 0.000 - 1.752 7.1 0.096 b142 43 Head 8.00 33.8 14.1 30.0 Dyna Flow 1-1/2 9.5 0.001 0.006 4.3 0.6 Branch Line 38 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.002 b143 44 Head 8.00 33.8 14.1 30.1 Dyna Flow 1-1/2 9.5 0.001 0.005 4.1 0.5 Branch Line 39 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.002 b189 195 Head 8.00 33.8 14.3 30.2 Dyna Flow 1-1/2 7.1 0.000 0.001 -1.8 0.2 Branch Line 194 Head 8.00 33.8 14.3 30.2 120 1.500 0.0 0.000 - 1.752 7.1 0.000 b147 - 48 Head 8.00 _______ 33.8 _______ 14.3 30.3 Dyna Flow 1-1/2 9.5 0.029 0.276 34.3 4.6 Branch Line 43 Head 8.00 33.8 14.1 30.0 120 1.500 0.0 0.000 - 1.752 9.5 0.140 b148 49 Head 8.00 33.8 14.4 30.4 Dyna Flow 1-1/2 9.5 0.029 0.274 34.2 4.5 Branch Line 44 Head 8.00 33.8 14.1 30.1 120 1.500 0.0 0.000 - 1.752 9.5 0.139 b188 194 Head 8.00 33.8 14.3 30.2 Dyna Flow 1-1/2 7.1 0.026 0.183 -32.1 4.3 Branch Line 193 Head 8.00 33.8 14.5 30.4 120 1.500 0.0 0.000 - 1.752 7.1 0.123 b152 56 Head 8.00 33.8 15.2 31.2 Dyna Flow 1-1/2 9.5 0.094 0.890 64.6 8.6 Branch Line 48 Head 8.00 33.8 14.3 30.3 120 1.500 0.0 0.000 - 1.752 9.5 0.498 b153 57 Head 8.00 33.8 15.3 31.3 Dyna Flow 1-1/2 9.5 0.094 0.888 64.5 8.6 Branch Line 49 Head 8.00 33.8 14.4 30.4 120 1.500 0.0 0.000 - 1.752 9.5 0.496 b187 193 Head 8.00 33.8 14.5 30.4 Dyna Flow 1-1/2 7.1 0.088 0.627 -62.5 8.3 Branch Line 192 Head 8.00 33.8 15.1 31.1 120 1.500 0.0 0.000 - 1.752 7.1 0.465 b186. 192 Head 8.00 33.8 15.1 31.1 Dyna Flow 1-1/2 7.1 0.186 1.324 -93.6 12.5 Branch Line 191 Head 8.00 33.8 16.4 32.4 120 1.500 0.0 0.000 - 1.752 7.1 1.043 610 131 Node - 33.8 19.0 - Dyna Flow 1-1/2 7.3 0.195 3.739 95.9 12.8 Branch Line 56 Head 8.00 33.8 15.2 31.2 120 1.500 11.9 0.000 1 1.752 19.2 1.095 b161 133 Node - 33.8 19.0 - Dyna Flow 1-1/2 7.3 0.195 3.735 95.8 12.7 Branch Line 57 Head 8.00 33.8 15.3 31.3 120 1.500 11.9 0.000 1 1.752 19.2 1.094 18 Tii Head 8.00 33.8 16.4 32.4 Dyna Flow 1-1/2 1.4 0.323 0.443 -126.0 16.8 Branch Line 135 Node - 33.8 16.9 - 120 1.500 0.0 0.000 - 1.752 1.4 1.891 bI14 77 Node - 33.8 24.7 - Dyna Flow 1-1/2 80.9 0.003 0.279 -10.1 1.3 Branch Line 137 Node - 33.8 25.0 - 120 1.500 11.9 0.000 T 1.752 92.8 0.012 b165 141 Node 33.8 26.0 - Dyna Flow 1-1/2 80.9 0.001 0.101 5.5 0.7 Branch Line 81 Node - 33.8 25.9 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.004 b166 143 Node - 33.8 26.4 - Dyna Flow 1-1/2 80.9 0.001 0.059 4.1 0.5 Branch Line 83 Node - 33.8 26.3 - 120 1.500 23.8 0.000 21 1.752 104.7 0.002 b167 145 Node 33.8 26.8 - Dyna Flow 1-1/2 80.9 0.000 0.037 3.1 0.4 Branch Line 85 Node - 33.8 26.7 - 120 1.500 23.8 0.000 21 1.752 104.7 0.001 b168 147 Node 33.8 27.2 - Dyna Flow 1-1/2 80.9 0.000 0.025 2.6 0.3 Branch Line 87 Node - 33.8 27.1 - 120 1.500 23.8 0.000 __ 2T . 1.752 104.7 0.001 b169 149 Node - 33.8 27.6 - Dyna Flow 1-1/2 80.9 0.000 0.024 2.5 0.3 Branch Line 89 Node - 33.8 27.6 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.001 11ö 151 Node 33.8 28.0 - Dyna Flow 1-1/2 80.9 0.000 0.032 2.9 0.4 Branch Line 91 Node - 33.8 28.0 - 120 1.500 23.8 0.000 21 1.752 104.7 0.001 1 b171 153 Node 33.8 28.4 - Dyna Flow 1-1/2 80.9 0.000 0.051 3.7 0.5 Branch Line 93 Node - 33.8 28.3 - 120 1.500 2 . 1 0.000 ______ 21 1.752 1 104.7 0.002 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 9 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. Int.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow __ Velocity Type ______ - # Type Value Elevation Res.Pres. Discharge ft psi gpm __________ ________ ft psi/ft psi gpm ft/s b172 155 Node - 33.8 28.8 - Dyna Flow 1-1/2 80.9 0.001 0.085 5.0 0.7 Branch Line 95 Node - 33.8 28.7 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.003 b173 157 Node - 33.8 29.3 - Dyna Flow 1-1/2 80.9 0.001 0.141 6.5 0.9 Branch Line 97 Node - 33.8 29.2 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.005 b174 159 Node - 33.8 29.8 - Dyna Flow 1-1/2 80.9 0.002 0.224 8.4 1.1 Branch Line 99 Node - 33.8 29.6 - 120 1.500 23.8 0.000 21 1.752 104.7 0.008 b175 161 Node - 33.8 30.3 - Dyna Flow 1-1/2 80.9 0.003 0.340 10.5 1.4 Branch Line 101 Node - 33.8 29.9 - 120 1.500 23.8 0.000 21 1.752 104.7 0.013 b176 163 Node - 33.8 30.8 - Dyna Flow 1-1/2 80.9 0.005 0.502 12.9 1.7 Branch Line 103 Node - 33.8 30.3 - 120 1.500 23.8 0.000 21 1.752 104.7 0.020 b177 165 Node - 33.8 31.3 - Dyna Flow 1-1/2 80.9 0.007 0.718 15.7 2.1 Branch Line 105 Node - 33.8 30.6 - 120 1.500 23.8 0.000 2T 1.752 104.7 0.029 b178 167 Node - 33.8 31.9 - Dyna Flow 1-1/2 80.9 0.009 0.984 18.6 2.5 Branch Line 107 Node - 33.8 30.9 - 120 1.500 23.8 0.000 _______ 21 1.752 104.7 0.041 b179 169 Node - 33.8 32.4 - Dyna Flow 1-1/2 80.9 0.012 1.301 21.7 2.9 Branch Line 109 Node - 33.8 31.1 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.056 b180 171 Node - 33.8 33.0 - Dyna Flow 1-1/2 80.9 0.016 1.697 25.0 3.3 Branch Line 111 Node - 33.8 31.3 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.075 b1F 173 Node - 33.8 33.6 - Dyna Flow 1-1/2 80.9 0.021 2.184 28.7 3.8 Branch Line 113 Node - 33.8 31.5 - 120 1.500 23.8 0.000 _________ 21 1.752 104.7 0.098 b182 176 Node - 33.8 34.3 - Dyna Flow 1-1/2 80.9 0.026 2.742 32.4 4.3 Branch Line Node - 33.8 31.6 - 120 1.500 23.8 0.000 115 ________ 2T 1.752 104.7 0.125 b183 177 Node - 33.8 35.1 - Dyna Flow 1-1/2 80.9 0.032 3.367 36.2 4.8 Branch Line 117 Node - 33.8 31.7 - 120 1.500 23.8 0.000 ______ 2T 1.752 104.7 0.157 51 - 31.0 24.9 - Dyna Flow 3 10.5 0.007 0.145 86.4 3.2 Branch Line 72 Node - 30.9 24.8 - 120 3.000 10.4 0.022 E 3.340 20.9 0.067 b162 203 Head 8.00 33.8 21.3 - Dyna Thread 1-1/2 7.1 0.000 0.000 0.0 0.0 Branch Line 204 Head 8.00 33.8 21.3 - 120 1.500 0.0 0.000 - 1.639 7.1 0.000 b163 131 Node 33.8 19.0 - Dyna Thread 1-1/2 2.2 0.041 0.438 34.5 5.2 Branch Line 205 Head 8.00 33.8 18.5 34.5 120 1.500 8.6 0.000 ______ T 1.639 10.8 0.185 1 Node - 33.8 19.0 - Dyna Thread 1-1/2 2.2 0.041 0.439 34.5 5.2 Branch Line 206 Head 8.00 33.8 18.6 34.5 120 1.500 8.6 0.000 _______ 1 1.639 10.8 0.185 ___ b199 135 Node - 33.8 16.9 - Dyna Thread 1-1/2 5.8 0.036 0.518 32.3 4.9 Branch Line 207 Head 8.00 33.8 16.3 32.3 120 1.500 8.6 0.000 ______ T 1.639 14.4 0.163 ml 72 Node -30.9 24.8 - Dyna Thread 1-1/2 2.8 0.224 2.542 86.7 13.2 Riser Nipple 71 Node - 33.7 21.1 - 120 1.500 8.6 1.191 ______ _______ _______ 1 1.639 11.4 1.171 m2 74 Nod 31.0 24.9 - Dyna Thread 1-1/2 2.8 0.226 2.564 87.2 13.3 Riser Nipple 73 Node - 33.8 21.2 - 120 1.500 8.6 1.191 ______ 1 1.639 11.4 1.182 m3 -31.0 25.2 - Dyna Thread 1-1/2 2.8 0.239 2.706 89.7 13.6 Riser Nipple 75 Node - 33.8 21.3 - 120 1.500 8.6 1.191 ______ 1 1.639 11.4 1.253 m4 78 Node -31.0 25.9 - Dyna Thread 1-1/2 2.8 0.004 0.047 -10.0 1.5 Riser Nipple 77 Node - 33.8 24.7 - 120 1.500 8.6 1.191 __ T 1.639 11.4 0.016 31.0 26.5 - Dyna Thread 1-1/2 2.8 0.002 0.027 -7.4 1.1 Riser Nipple S 79 Node - 33.8 25.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.008 rn6 82 Node - 31.0 27.0 - Dyna Thread 1-1/2 2.8 0.001 0.015 -5.5 0.8 Riser Nipple 81 Node - 33.8 25.9 - 120 1.500 8.6 1.191 T 1 1.639 1 11.4 1 0.005 OmniCADD Hydraulic Calculation Software v. 2.3 a I I May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 10 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss I HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # - - Type Value Elevation Res.Pres. Discharge - ft psi g ft psi/ft psi gpm ft/s rn7 84 Node - 31.0 27.5 - Dyna Thread 1-1/2 2.8 0.001 0.009 -4.1 0.6 Riser Nipple 83 Node - 33.8 26.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 rn8 86 Node 31.0 27.9 - Dyna Thread 1-1/2 2.8 0.000 0.005 -3.1 0.5 Riser Nipple 85 Node - 33.8 26.7 - 120 1.500 8.6 1.191 T 1.639 11.4 0.002 rn9 88 Node - 31.0 28.3 - Dyna Thread 1-1/2 2.8 0.000 0.004 -2.6 0.4 Riser Nipple 87 Node - 33.8 27.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.001 m1O 90 Node - 31.0 28.7 - Dyna Thread 1-1/2 2.8 0.000 0.004 -2.5 0.4 Riser Nipple 89 Node - 33.8 27.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.001 mu 1 92 Node - 31.0 29.1 - Dyna Thread 1-1/2 2.8 0.000 0.005 -2.9 0.4 Riser Nipple 91 Node 33.8 28.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.001 m12 94 Node - 31.0 29.5 - Dyna Thread 1-1/2 2.8 0.001 0.008 -3.7 0.6 Riser Nipple 93 Node - 33.8 28.3 - 120 1.500 8.6 1.191 1 1.639 11.4 0.002 mn13 96 Node - 31.0 29.9 - Dyna Thread 1-1/2 2.8 0.001 0.013 -5.0 0.8 Riser Nipple 95 Node - 33.8 28.7 - 120 1.500 8.6 1.191 1 1.639 11.4 0.004 rn14 98 Node - 31.0 30.3 - Dyna Thread 1-1/2 2.8 0.002 0.021 -6.5 1.0 Riser Nipple 97 Node - 33.8 29.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.007 ml 100 Node - 31.0 30.7 - Dyna Thread 1-1/2 2.8 0.003 0.034 -8.4 1.3 Riser Nipple 99 Node - 33.8 29.6 - 120 1.500 8.6 1.191 1 1.639 11.4 0.011 m16 102 Node - 31.0 31.1 - Dyna Thread 1-1/2 2.8 0.004 0.051 -10.5 1.6 Riser Nipple 101 Node - 33.8 29.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.017 m17 104 Node - 31.0 31.4 - Dyna Thread 1-1/2 2.8 0.007 0.075 -12.9 2.0 Riser Nipple 103 Node - 33.8 30.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.026 106 Node 31.0 31.7 - Dyna Thread 1-1/2 2.8 0.010 0.108 -15.8 2.4 Riser Nipple 105 Node - 33.8 30.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.039 ii I - 31.0 31.9 - Dyna Thread 1-1/2 2.8 0.013 0.148 -18.7 2.8 Riser Nipple 107 Node - 33.8 30.9 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.054 m20 110 Node -31.0 32.1 - Dyna Thread 1-1/2 2.8 0.017 0.195 -21.7 3.3 Riser Nipple 109 Node - 33.8 31.1 - 120 1.500 8.6 1.191 T 1.639 11.4 0.073 m2l 112 Node - 31.0 32.2 - Dyna Thread 1-1/2 2.8 0.022 0.255 -25.0 3.8 Riser Nipple 111 Node - 33.8 31.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.097 114 iJ . 31.0 32.3 - Dyna Thread 1-1/2 2.8 0.029 0.328 -28.7 4.4 Riser Nipple 113 Node - 33.8 31.5 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.128 m23 116 Node - 31.0 32.4 - Dyna Thread 1-1/2 2.8 0.036 0.412 -32.4 4.9 Riser Nipple 115 Node - 33.8 31.6 - 120 1.500 8.6 1.191 T 1.639 11.4 0.164 m24 118 Node - 31.0 32.4 - Dyna Thread 1-1/2 2.8 0.045 0.506 -36.2 5.5 Riser Nipple 117 Node - 33.8 31.7 - 120 1.500 8.6 1.191 ______ _______ T 1 1.639 11.4 0.204 m25 132 Node - 31.0 25.6 - Dyna Thread 1-1/2 2.8 0.476 5.396 130.3 19.8 Riser Nipple 131 Node - 33.8 19.0 - 120 1.500 8.6 1.191 T 1.639 11.4 2.643 m26 134 Node - 31.0 25.6 - Dyna Thread 1-1/2 2.8 0.476 5.394 130.3 19.8 Riser Nipple 133 Node - 33.8 19.0 - 120 1.500 8.6 1.191 T 1.639 11.4 2.642 IiT 136 ii 31.0 25.8 - Dyna Thread 1-1/2 2.8 0.682 7.734 158.3 24.1 Riser Nipple 135 Node - 33.8 16.9 - 120 1.500 8.6 1.191 T 1.639 11.4 3.900 m28 138 Node - 31.0 26.2 - Dyna Thread 1-1/2 2.8 0.004 0.047 10.0 1.5 Riser Nipple 137 Node - 33.8 25.0 - 120 1.500 8.6 1.191 T 1.639 11.4 0.016 m29 140 Node - 31.0 26.7 - Dyna Thread 1-1/2 2.8 0.002 0.027 7.4 1.1 Riser Nipple 139 Node - 33.8 25.5 - 120 1.500 8.6 1.191 ______ _______ _______ TI 1.639 11.4 0.008 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 11 PIPES Start/End Nodes Material HWC Size Nom.Diam. Length Eq.Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss ft psi gpm _________ ft psi/ft psi gpm ft/s rn30 142 Node - 31.0 27.2 - Dyna Thread 1-1/2 2.8 0.001 0.015 5.5 0.8 Riser Nipple 141 Node - 33.8 26.0 - 120 1.500 8.6 1.191 T 1.639 1 11.4 0.005 144 Node - 31.0 27.6 - Dyna Thread 1-1/2 2.8 0.001 0.009 4.1 0.6 Riser Nipple 143 Node - 33.8 26.4 - 120 1.500 8.6 1.191 T 1.639 11.4 0.003 m32 146 Node - 31.0 ______ 28.0 - Dyna Thread 1-1/2 2.8 0.000 0.005 3.1 0.5 Riser Nipple 145 Node - 33.8 26.8 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.002 m33 148 Node - 31.0 28.4 - Dyna Thread 1-1/2 2.8 0.000 0.004 2.6 0.4 Riser Nipple 147 Node - 33.8 27.2 - 120 1.500 8.6 1.191 T 1.639 11.4 0.001 m34 150 Node - 31.0 ______ 28.8 - Dyna Thread 1-1/2 2.8 0.000 0.004 2.5 0.4 Riser Nipple 149 Node - 33.8 27.6 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.001 T Node - 31.0 29.2 - Dyna Thread 1-1/2 2.8 0.000 0.005 2.9 0.4 Riser Nipple 151 Node - 33.8 28.0 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.001 m36 154 Node - 31.0 29.6 - DynaThread 1-1/2 2.8 0.001 0.008 3.7 0.6 Riser Nipple 153 Node - 33.8 28.4 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.002 m37 156 Node - 31.0 30.0 - Dyna Thread 1-1/2 2.8 0.001 0.013 5.0 0.8 Riser Nipple 155 Node - 33.8 28.8 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.004 m38 158 Node - 31.0 30.5 - Dyna Thread 1-1/2 2.8 0.002 0.021 6.5 1.0 Riser Nipple 157 Node - 33.8 29.3 - 120 1.500 8.6 1.191 ______ 1 1.639 11.4 0.007 m39 160 Node - 31.0 31.0 - DynaThread 1-1/2 2.8 0.003 0.034 8.4 1.3 Riser Nipple 159 Node - 33.8 29.8 - 120 1.500 8.6 1.191 T 1.639 11.4 0.011 m40 162 Node 31.0 31.5 - Dyna Thread 1-1/2 2.8 0.004 0.051 10.5 1.6 Riser Nipple 161 Node - - 33.8 30.3 - 120 1.500 8.6 1.191 __ T 1.639 11.4 0.017 rn4l 164 Node - 31.0 32.0 - DynaThread 1-1/2 2.8 0.007 0.075 12.9 2.0 Riser Nipple 163 Node - 33.8 30.8 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.026 m42 166 Node -31.0 32.6 - Dyna Thread 1-1/2 2.8 0.010 0.108 15.8 2.4 Riser Nipple 165 Node - 33.8 31.3 - 120 1.500 8.6 1.191 T 1.639 11.4 0.039 Tä Node 31.0 ______ 33.2 - Dyna Thread 1-1/2 2.8 0.013 0.148 18.7 2.8 Riser Nipple 167 Node - 33.8 31.9 - 120 1.500 8.6 1.191 T 1.639 11.4 0.054 fri 70 isJi 31.0 ______ 33.8 - Dyna Thread 1-1/2 2.8 0.017 0.195 21.7 3.3 Riser Nipple 169 Node - 33.8 32.4 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.073 m45172 Node - 31.0 34.4 - Dyna Thread 1-1/2 2.8 0.022 0.255 25.0 3.8 Riser Nipple 171 Node - 33.8 33.0. - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.097 ii T 31.0 35.2 - Dyna Thread 1-1/2 2.8 0.029 0.328 28.7 4.4 Riser Nipple 173 Node - 33.8 33.6 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.128 m47 175 Node 31.0 35.9 - Dyna Thread 1-1/2 2.8 0.036 0.412 32.4 4.9 Riser Nipple 176 Node - 33.8 34.3 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.164 m48 178 Node -31.0 36.8 - Dyna Thread 1-1/2 2.8 0.045 0.506 36.2 5.5 Riser Nipple 177 Node - 33.8 35.1 - 120 1.500 8.6 1.191 ______ T 1.639 11.4 0.204 cm25 76 Node -31.0 25.2 - Dyna Flow 3 11.0 0.025 0.278 173.9 6.4 Cross Main 74 Node - 31.0 24.9 - 120 3.000 0.0 0.000 - 3.340 11.0 0.273 cm26 78 Node - 31.0 25.9 - Dyna Flow 3 11.5 0.055 0.628 263.7 9.7 Cross Main 76 Node - 31.0 25.2 - 120 3.000 0.0 0.000 - 3.340 11.5 0.627 cm27 80 Node 31.0 26.5 - Dyna Flow 3 11.8 0.051 0.597 253.6 9.3 Cross Main 78 Node - 31.0 25.9 - 120 3.000 0.0 0.000 S - 3.340 1 11.8 0.580 cm28 82 Node 31.0 27.0 - Dyna Flow 3 12.0 0.048 0.577 246.2 9.0 Cross Main 80 Node ~ - 31.0 26.5 - 120 3.000 0.0 0.000 - 3.340 12.0 0.547 OmniCADD Hydraulic Calculation Software v. 2.3 I I May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 12 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # - HWC # Type Value Elevation Res.Pres. Discharge Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type Fitting_ lnt.Diam. Total Length Pres.Vel.Loss - ft psi gpm ft psi/ft psi gpm ft/s cm29 84 Node - 31.0 27.5 - Dyna Flow 3 10.5 0.046 0.484 240.7 8.8 Cross Main 82 Node - 31.0 27.0 - 120 3.000 0.0 0.000 3.340 10.5 0.523 cm30 86 Node - 31.0 27.9 - Dyna Flow 3 9.0 0.045 0.402 236.7 8.7 Cross Main 84 Node - 31.0 27.5 - 120 3.000 0.0 0.000 - 3.340 9.0 0.506 cm31 88 Node - 31.0 28.3 - Dyna Flow 3 9.2 0.044 0.403 233.6 8.6 Cross Main 86 Node • 31.0 27.9 - 120 3.000 0.0 0.000 - 3.340 9.2 0.492 cm32 90 Node - 31.0 28.7 - Dyna Flow 3 9.5 0.043 0.406 231.0 8.5 Cross Main 88 Node - 31.0 28.3 - 120 3.000 0.0 0.000 - 3.340 9.5 0.482 cm33 92 Node - 31.0 29.1 - Dyna Flow 3 9.5 0.042 0.398 228.5 8.4 Cross Main 90 Node 31.0 28.7 - 120 3.000 0.0 0.000 3.340 9.5 0.471 cm34 94 Node - 31.0 29.5 - Dyna Flow 3 9.5 0.041 0.389 225.6 8.3 Cross Main 92 Node - 31.0 29.1 - 120 3.000 0.0 0.000 3.340 9.5 0.459 cm35 96 Node - 31.0 29.9 - Dyna Flow 3 10.0 0.040 0.397 221.9 8.1 Cross Main 94 Node - 31.0 29.5 - 120 3.000 0.0 0.000 3.340 10.0 0.444 cm36 98 Node - 31.0 30.3 - Dyna Flow 3 10.5 0.038 0.399 216.9 7.9 Cross Main 96 Node - 31.0 29.9 - 120 3.000 0.0 0.000 - 3.340 10.5 0.425 cm37 100 Node - 31.0 30.7 - Dyna Flow 3 10.5 0.036 0.377 210.4 7.7 Cross Main 98 Node - 31.0 30.3 - 120 3.000 0.0 0.000 3.340 10.5 0.400 cm38 102 Node 31.0 31.1 - Dyna Flow 3 10.5 0.034 0.350 202.0 7.4 Cross Main 100 Node - 31.0 30.7 - 120 3.000 0.0 0.000 3.340 10.5 0.368 cm39 104 Node - 31.0 31.4 - Dyna Flow 3 10.8 0.030 0.325 191.5 7.0 Cross Main 102 Node - 31.0 31.1 - 120 3.000 0.0 0.000 3.340 10.8 0.331 cm40 106 Node - 31.0 31.7 - Dyna Flow 3 11.0 0.027 0.292 178.5 6.5 Cross Main 104 Node - 31.0 31.4 - 120 3.000 0.0 0.000 - 3.340 11.0 0.288 cm41 108 Node - 31.0 31.9 - Dyna Flow 3 10.5 0.022 0.235 162.7 6.0 Cross Main 106 Node - 31.0 31.7 - 120 3.000 0.0 0.000 3.340 10.5 0.239 cm42 110 Node - 31.0 32.1 - Dyna Flow 3 10.0 0.018 0.178 144.1 5.3 Cross Main 108 Node - 31.0 31.9 - 120 3.000 0.0 0.000 - 3.340 10.0 0.187 112 Node 31.0 32.2 - Dyna Flow 3 10.2 0.013 0.135 122.4 4.5 Cross Main 110 Node - 31.0 32.1 - 120 3.000 0.0 0.000 - 3.340 10.2 0.135 cm44 114 Node 31.0 32.3 - Dyna Flow 3 10.5 0.009 0.090 97.1 3.6 Cross Main 112 Node - 31.0 32.2 - 120 3.000 0.0 0.000 - 3.340 10.5 0.085 cm45 116 Node - 31.0 32.4 - Dyna Flow 3 10.2 0.005 0.046 68.4 2.5 Cross Main 114 Node - 31.0 32.3 - 120 3.000 0.0 0.000 - 3.340 10.2 0.042 cm46 118 Node - 31.0 32.4 - Dyna Flow 3 10.0 0.001 0.014 36.3 1.3 Cross Main 116 Node - 31.0 32.4 - 120 3.000 0.0 0.000 _______ - 3.340 10.0 0.012 T T ii 10.0 53.5 - Dyna Flow 4 21.0 0.092 3.166 682.6 15.0 Feed Main 121 Node - 31.0 41.2 - 120 4.000 13.7 9.093 ______ E 4.314 34.7 1.511 fm2 179 Node -31.0 38.3 - Dyna Flow 4 18.3 0.092 2.920 -682.6 15.0 Feed Main 121 Node - 31.0 41.2 - 120 4.000 13.7 0.000 E 4.314 32.0 1.511 fm32 123 Node - 10.0 55.2 - Dyna Flow 4 5.2 0.092 1.730 682.6 15.0 Feed Main 122 Node - 10.0 53.5 - 120 4.000 13.7 0.000 ______ E 4.314 19.0 1.511 fm3l 123 Node -10.0 55.2 - Dyna Flow 4 8.0 0.092 6.334 -682.6 15.0 Feed Main 124 Node - 2.0 65.1 - 120 4.000 61.5 3.464 EBS 4.314 69.5 1.511 fm7 134 Node 31.0 25.6 - Dyna Flow 4 10.5 0.004 0.044 129.9 2.9 Feed Main 132 Node - 31.0 25.6 - 120 4.000 0.0 0.000 - 4.314 10.5 0.055 OmriCADD Hydraulic Calculation Software v. 2.3 I I May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 13 PIPES Start/End Nodes Material - HWC Size Nom.Diam. Length Eq.Length Pres.Fr.Loss Fr. Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total LqnqLh Pres.Vel.Loss P - ft psi g_ __________ _________ ft psi/ft psi gpm ftis fm8 136 Node - 31.0 25.8 - Dyna Flow 4 11.0 0.015 0.169 260.6 5.7 Feed Main 134 Node - 31.0 25.6 - 120 4.000 0.0 0.000 - 4.314 11.0 0.220 fm9 138 Node - 31.0 26.2 - Dyna Flow 4 11.5 0.037 0.425 418.9 9.2 Feed Main 136 Node - 31.0 25.8 - 120 4.000 0.0 0.000 - 4.314 11.5 0.569 fm10 140 Node - 31.0 26.7 - Dyna Flow 4 11.8 0.039 0.454 429.0 9.4 Feed Main 138 Node - 31.0 26.2 - 120 4.000 0.0 0.000 - 4.314 11.8 0.597 fmll 142 Node - 31.0 27.2 - Dyna Flow 4 12.0 0.040 0.478 436.4 9.6 Feed Main 140 Node - 31.0 26.7 - 120 4.000 0.0 0.000 - 4.314 12.0 0.617 fm12 144 Node - 31.0 27.6 - Dyna Flow 4 10.5 0.041 0.428 441.8 9.7 Feed Main 142 Node - 31.0 27.2 - 120 4.000 0.0 0.000 - 4.314 10.5 0.633 fm13 146 Node - 31.0 28.0 - Dyna Flow 4 9.0 0.042 0.373 445.9 9.8 Feed Main 144 Node - 31.0 27.6 - 120 4.000 0.0 0.000 - 4.314 9.0 __ 0.645 fm14 148 Node - 31.0 28.4 - Dyna Flow 4 9.2 0.042 0.389 449.0 9.9 Feed Main 146 Node - 31.0 28.0 - 120 4.000 0.0 0.000 - 4.314 9.2 0.654 fm15 150 Node - 31.0 28.8 - Dyna Flow 4 9.5 0.043 0.403 451.6 9.9 Feed Main 148 Node - 31.0 28.4 - 120 4.000 0.0 0.000 - 4.314 9.5 0.661 fm16 152 Node - 31.0 29.2 - Dyna Flow 4 9.5 0.043 0.408 454.1 10.0 Feed Main 150 Node - 31.0 28.8 - 120 4.000 0.0 0.000 - 4.314 9.5 0.668 fml7 154 Node - 31.0 29.6 - Dyna Flow 4 9.5 0.044 0.412 457.0 10.0 Feed Main 152 Node - 31.0 29.2 - 120 4.000 0.0 0.000 - 4.314 9.5 0.677 ___ ___ fml8 156 Node - 31.0 30.0 - Dyna Flow 4 10.0 0.044 0.441 460.7 10.1 Feed Main 154 Node - 31.0 29.6 - 120 4.000 0.0 0.000 - 4.314 10.0 0.688 fml9 158 Node - 31.0 30.5 - Dyna Flow 4 10.5 0.045 0.472 465.6 10.2 Feed Main 156 Node - 31.0 30.0 - 120 4.000 0.0 0.000 - 4.314 10.5 0.703 160 Node - 31.0 31.0 - Dyna Flow 4 10.5 0.046 0.484 472.2 10.4 Feed Main fm 20 158 Node • 31.0 30.5 - 120 4.000 0.0 0.000 - 4.314 10.5 0.723 fm2l 162 Node - 31.0 31.5 - Dyna Flow 4 10.5 0.048 0.500 480.5 10.5 Feed Main 160 Node - 31.0 31.0 - 120 4.000 0.0 0.000 - 4.314 10.5 0.749 fm22 164 Node 31.0 32.0 - Dyna Flow 4 10.8 0.050 0.533 491.1 10.8 Feed Main 162 Node - 31.0 31.5 - 120 4.000 0.0 0.000 - 4.314 10.8 0.782 fm23 166 Node - 31.0 32.6 - Dyna Flow 4 11.0 0.052 0.572 504.1 11.1 Feed Main 164 Node - 31.0 32.0 - 120 4.000 0.0 0.000 - 4.314 11.0 0.824 fm24 168 Node - 31.0 33.2 - Dyna Flow 4 10.5 0.055 0.579 519.8 11.4 Feed Main 166 Node - 31.0 32.6 - 120 4.000 0.0 0.000 - 4.314 10.5 0.876 170 31.0 33.8 - Dyna Flow 4 10.0 0.059 0.588 538.5 11.8 Feed Main 168 Node - 31.0 33.2 - 120 4.000 0.0 0.000 - 4.314 10.0 0.940 fm26 172 Node - 31.0 34.4 - Dyna Flow 4 10.2 0.064 0.648 560.2 12.3 Feed Main 170 Node - 31.0 33.8 - 120 4.000 0.0 0.000 - 4.314 10.2 1.017 I7 Node - 31.0 35.2 - Dyna Flow 4 10.5 0.069 0.720 585.2 12.8 Feed Main 172 Node - 31.0 34.4 - 120 4.000 0.0 0.000 - 4.314 10.5 1.110 31.0 35.9 - Dyna Flow 4 10.2 0.075 0.768 613.9 13.5 Feed Main 174 Node - 31.0 35.2 - 120 4.000 0.0 0.000 - 4.314 10.2 1.222 Node 31.0 36.8 - Dyna Flow 4 10.0 0.083 0.824 646.3 14.2 Feed Main 175 Node - 31.0 35.9 - 120 4.000 0.0 0.000 - 4.314 10.0 1.354 Node - 31.0 38.3 - Dyna Flow 4 2.8 0.092 1.508 682.6 15.0 Feed Main tl Node - 31.0 36.8 - 120 4.000. 13.7 0.000 I E 4.314 16.5 1.511 OmniCADD Hydraulic Calculation Software v. 2.3 n May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 14 PIPES Start/End Nodes i- - Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Leng Pres.Vel.Loss ft psi gp_ ft psi/ft psi gpm ft/s fm3 124 Node - 2.0 65.1 - Dyna Flow 6 2.0 0.014 0.544 -682.6 6.8 Feed Main 125 Node - 2.0 65.6 - 120 6.000 38.3 0.000 T 6.385 40.3 0.315 fm4 125 Node - 2.0 65.6 - Dyna Flow 6 1.0 0.014 0.014 -682.6 6.8 Feed Main 126 Node - 1.0 66.1 - 120 6.000 0.0 0.433 1.0 0.315 up2 189 FPLD 5.0 -4.0 68.8 - Ductile 8 5.0 0.003 0.427 681.5 3.9 Underground 127 Node - -4.0 68.3 - 140 8.000 160.2 0.000 3ET12 8.450 165.2 0.102 up16 129 Node - -4.0 74.0 - Ductile 8 10.0 0.002 0.191 681.9 3.9 Underground 189 FPLD 5.0 -4.0 68.8 - 150 8.000 73.7 0.000 TG 8.450 83.7 0.102 upi 126 Node - 1.0 66.1 - Ductile 8 5.0 0.003 0.090 -681.5 3.9 Underground 127 Node - -4.0 68.3 - 140 8.000 29.9 2.165 _______ E 8.450 34.9 0.102 up25 187 Node - -4.0 76.7 - Ductile 10 5.0 0.003 0.013 -1181.4 4.5 Underground 1 Src [..j -4.0 76.7 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.137 up26 187 Node - -4.0 76.7 - Ductile 10 792.5 0.001 0.869 729.0 2.8 Underground 188 Node - -4.0 75.8 - 140 10.000 0.0 0.000 _ - 10.340 792.5 0.052 up20 183 Node - -4.0 74.0 - PVC200 8 12.9 0.002 0.027 500.0 ___ 3.5 Underground 190 Hose 500.0 -4.0 74.0 500.0 150 8.000 0.0 0.000 - 7.660 12.9 0.082 up3 62 Node - 4.0 75.6 - PVC200 8 52.0 0.002 0.127 -454.2 3.2 Underground 61 Node - -4.0 75.7 - 150 8.000 21.1 0.000 E 7.660 73.1 0.067 61 Node - -4.0 75.7 - PVC200 8 138.0 0.002 0.239 -454.2 3.2 Underground 119 Node - -4.0 76.0 - 150 8.000 0.0 0.000 - 7.660 138.0 0.067 up5 67 Node - 4.0 75.5 - PVC200 8 64.0 0.002 0.148 -454.2 3.2 Underground 62 Node - -4.0 75.6 - 150 8.000 21.1 0.000 E 7.660 85.1 0.067 up6 64 Node - -4.0 74.5 - PVC200 8 220.0 0.002 0.381 -454.2 3.2 Underground 63 Node - -4.0 74.8 - 150 8.000 0.0 0.000 - 7.660 220.0 0.067 up7 63 Node - 4.0 74.8 - PVC200 8 28.0 0.002 0.085 454.2 3.2 Underground 69 Node - -4.0 74.9 - 150 8.000 21.1 0.000 E 7.660 49.1 0.067 up8 65 Node - -4.0 74.2 - PVC200 8 150.0 0.002 0.297 -454.2 3.2 Underground 64 Node - -4.0 74.5 - 150 8.000 21.1 0.000 E 7.660 171.1 0.067 up9 64 Node - -4.0 74.5 - PVC200 8 25.0 0.000 0.000 0.0 0.0 Underground 66 Node - -4.0 74.5 - 150 8.000 41.1 0.000 1 7.660 66.1 0.000 uplO 129 Node - -4.0 74.0 - PVC200 8 117.8 0.002 0.204 -454.2 3.2 Underground 65 Node - -4.0 74.2 - 150 8.000 0.0 0.000 - 7.660 117.8 0.067 upil 68 Node - -4.0 75.0 - PVC200 8 220.0 0.002 0.418 454.2 3.2 Underground 67 Node - -4.0 75.5 - 150 8.000 21.1 0.000 - E 7.660 241.1 0.067 Node - -4.0 74.9 - PVC200 8 65.0 0.002 0.113 -454.2 3.2 Underground 68 Node - -4.0 75.0 - 150 8.000 0.0 0.000 7.660 1 65.0 0.067 upl3 68 Node - 4.0 75.0 - PVC200 8 16.0 0.000 0.000 0.0 0.0 Underground 70 Node - -4.0 75.0 - 150 8.000 41.1 0.000 1 7.660 57.1 0.000 upl4 119 Node - -4.0 76.0 - PVC200 8 15.0 0.000 0.000 0.0 0.0 Underground 120 Node - -4.0 76.0 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 upls 119 Node - 4.0 76.0 - PVC200 8 61.0 0.002 0.106 -454.2 3.2 Underground 180 Node - -4.0 76.1 - 150 8.000 0.0 0.000 - 7.660 61.0 0.067 up17 129 Node - -4.0 74.0 - PVC200 8 82.2 0.000 0.061 -229.8 1.6 Underground 183 Node - -4.0 74.0 - 150 8.000 41.1 0.000 T 7.660 123.4 _____ 0.017 ii 180 Node - -4.0 76.1 - PVC200 8 15.0 0.000 0.000 -0.3 0.0 Underground 181 Node - -4.0 76.1 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 1 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 15 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.VeLLoss Flow Velocity Type # - - Type Value Elevation Res.Pres. Discharge - ft psi _gp __________ _________ ft psi/ft psi gpm ft/s uplg 180 Node - -4.0 76.1 - PVC200 8 187.0 0.002 0.324 -454.2 3.2 Underground 185 Node - -4.0 76.4 - 150 8.000 0.0 0.000 - 7.660 187.0 0.067 up2l 183 Node - -4.0 74.0 - PVC200 8 85.0 0.004 0.439 -727.0 5.1 Underground 184 Node - -4.0 74.5 - 150 8.000 21.1 0.000 E 7.660 106.1 0.172 1 up22 184 Node - -4.0 74.5 - PVC200 8 311.0 0.004 1.375 -727.0 5.1 Underground 188 Node - -4.0 75.8 - 150 8.000 21.1 0.000 E 7.660 332.1 0.172 up23 185 Node - -4.0 76.4 - PVC200 8 15.0 0.000 0.000 0.0 0.0 Underground 186 Node - -4.0 76.4 - 150 8.000 0.0 0.000 - 7.660 15.0 0.000 185 Node - -4.0 76.4 - PVC200 8 134.0 0.002 0.304 -454.2 3.2 Underground 187 Node - -4.0 76.7 - 150 8.000 41.1 0.000 _______ ________ ________ T 7.660 175.1 0.067 OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 03:46 PM Palomar Airport Building#1 Page: 1€ FLOW DIAGRAM 117_ OmniCADD Hydraulic Calculation Software v. 2.3 May 27, 2005 0347 PM Palomar Airport Baiidirrg#1 Page FLOW DIAGRAM 117 118115 116113 Ill 109 177 1 1110107 65 1791 105 6 106 1 173!I74 171 17 175 04j "A,, 172169 102 9, 123 A lao 97 122 168 165 29 125_1 ''" 98 26 166 95 163 "'A 189 124 93 164 1° 127 N 162 159 92 89 ',,,2160 90 87 W, 157 'N,!158 1155 88 85 "A,,, 156 153 86 ANI1S4l5l 81 ' 'A,152 64 82 S AN• 14 204 66 80 148 145 146143 7 203 7-6 __4_ 6 197 92" 5 l 1 142 'N 139 196 29 15 *-1140 37 19 23 1 72 N138 192 193 44 39 33 135 191 49 38 207 136 57 43 133 48 134 131 56 205 132 --- 40 1 is OmniCADD HYdrSCoiation Software 0.2.3 0 May 27, 2005 03:48 PM Palomar Airport Bwldurg#1 Page: FLOW DIAGRAM 56 131 205 I 133 206 38 49 13 191 207 33 23 34 194 1 9 I 15 29 10 71 138 11 73 — IG 199 200 1— 6 72?74 202 201 I 2i5 76 77 14 I79 80 13 VII 85 84 '4 87 86 p18899 I I9091 'i9293 V,194 95 I "..96 97 10, 100 "XI 103 102 I N N 1106 1 108 66 I \\ 64 N' N' I N - 65 - 165 117 183 190 6 1 118 22 123 27 189 OmoiCADD Ilydraul' al . colation Software v. 2.3 0