1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

j Job Number:2106019 MIR Report Description:Light Hazard(Zone 3.02) YP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure - _ Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length gL..... 1_6820 20.82.._. 3.01 120 _..... 0.014060 11'-2Y2 Pf 0,297 3021 16'-3 20.82 5.6 13,819 Sprinkler, 9'-11 Pe 327 18'-3 14-116 pO(9`_11) 21'-1 Pv w•••••Route 5••••• BL. ---- --1,6..82-0....-. 3.05. .................21_12.. ......... .. 1� . ........ ......_.....__................0.014438........___....... .........................._....... 12'-2 Pf 0.176 3Q22 16'-3 21.12 5.6 14.222 Sprinkler Pe 3023 16-3 14.398 12'-2 Pv BL 1_6820........_. ..._.._42.37 6.12......... 120..__... .. ............. ........0.052347............_._.....--.. . 0'-111/2 Pf 0.569 3023 1V-3 21.25 5.6 14.398 Sprinkler, 9'-11 Pe 328 16-3 14.966 pO(9,_11) 10'-10'/z Pv �•••••Route6•• •• BL _1_5820. . .............. 21-44 _. ... 3._10... ......_120..... ..._0,014843.. .. 11'-2'/z Pf 0.313 3C24 16-3 21.44 5.6 14.653 Sprinkler, 9'-11 Pe 328 16-3 14.966 PO(9'-11) 21'-1 Pv .z•••••Route 7••••- BL-- -... ...1.6820..._..__..... . 31.-77..... _.._4,.59 ........_..........120......... -....._.........._._0030736.._....--..._...... 86'-1 Pf 3,559 321 15'-8 16.83+14.94 27.051 Flow(q)from Route 11 and 16 29'-8% Pe -0.000 322 16-8 30.610 4E(4'-11'/2),PO(9'-11) 115'-91/2 Pv CM -.._......... . _2.6350 ... _31.77 1,87 ....._._ . .. 120...................._._..................---0_00345..3_- - . ... 18'-6 Pf 0.064 322 15'-8 30.610 Pe 319 15'-8 30-674 18'-6 Pv C_M. _.._2.6350. .....__.._..66.21 .. ._... 3.31........ 120....._.......... . .....---..._0.009921...._._..._.... ... .............. 9'-2 Pf 0.091 319 15'-8 24.43 30.674 Flow(q)from Route 13 Pe 323 151-8 30.765 9'-2 Pv CM _2-6350.. 79.49 4.68 ... .......1.20 ......._..._.......... 0_.018839. ....._....._._....... 11'-11/. Pf 0.494 ........ . ... 323 16-8 23.29 30.765 Flow(q)from Route 12 15'-1 Pe 307 15'-8 31259 fE(4'-3'/.),fT(10'-91/2) 26'-2'/z Pv .i•••••Route 8••••• --_2 6350 ...............33.31. ................. 1:.96 ........._. 1.20 . 0.003769 - ..._ 12'-4 Pf 0.046 315 15'-8 33.31 28.563 Flow(q)from Route 18 Pe 316 15'-8 28.609 12'-4 Pv CM .....__... -..._.....2,6350.... ._.._........72.14. ._..... 4?4._...... . .. 12.. 0,015744 . 12'4 Pf D.194 ...._._._.......... _ ......._...._............. 316 15'-8 38.83 28.609 Flow(q)from Route 17 Pe 314 16-8 28.803 12'-4 Pv w•••••Route 9••••• BL ..._... 1.6820 1Q2.34 14J8 120 0-267604 4'-71/2 Pf 1.238 311 16'-3 102.34 18.440 Flow(q)from Route 14 Pe 310 16'-3 19.678 4'-7'h Pv )3L 16820 57.95, 8,37 120 Q.093446.. 12'A Pf 2,078 810 16'-3 19.678 9'-11 Pe 309 16-3 21.756 PO(9'-11) 22'-3 Pv BL,,.,. 1.6820. 32.24 4.66 120. 0,031584.. ... 54'-61/2 Pf 2.035 309 16'-3 21-756 9'-11 Pe 303 16-3 23.791 PO(9'-11) 64'-5'h Pv CM . 2.6350 57.95 3.41 12.0 .0.010499 12'4 Pf 0.129 303 16-3 25.71 23.791 Flow(q)from Route 10 Pe 304 16-3 23.920 12'-4 Pv CM 2.6350 102.34 6.02 120 0.0300..65 23'-3 Pf 1.153 304 16'-3 44.39 23.920 Flow(0)from Route 19 15'-1 Pe 305 16-3 25.074 fE(4'-3'6.),fr(10'-9A) 38'-4 Pv BL 1.6820 22.85 3,30 120 0.016706 217'-4%z Pf 4.045 305 16'-3 25.074 PO(9'-11) 24'-9 Pe 0.253 306 15'-8 29.372 E(4'-11'/2),PO(9'-11) 242'-1'/2 Pv .•••••Route 10••••- BI 1.6820 25.71 3.71 120 0.020777 66'-101/2 Pf 2.006 309 16'-3 21.756 PC(9'-11) 29'-8'fi Pe 302 16-3 23.762 2PO(9'-11) 96'-7 Pv CM 2.6350 25.71 1.51 120 0,002334 12'-4 Pf 0.029 302 16-3 23.762 Pe -103 16-3 23.791 12'4 Pv eb•••••Route 11. CM •••2.6350 56.21 3.31 120 0.009921 15'-1'/2 Pf 0.150 317 15-8 79.49 25.762 Flow(q)from Route 15 Pe 326 15'-8 25.912 15'-11/2 Pv CM 2-6350 31.77 1.87 120 0.003453 13'-11/2 Pf 0 102 326 15'-8 25.912 16-5% Pe 320 15'-8 26.015 PO(16'-5%2) 29'-7'/2 Pv L C)M E P CAD Inc 'flj AutoSPRINK 2019 v15.1.23.0 1012512021 729 23AM Page 5