1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

Job Number:2106019 Report Description:tight Hazard(Zone 2.01),Ordinary Group II Pipe type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length iw•••••Route I..... DR..._........ .....................1.0490.__..... . 19;60 .. 7.28....._...................1_20- .... ........_......_........0.125357....._...._..... V-21/z Pf 4,413 10 2001 '-0 19.60 5.6 12.250 Sprinkler, 34'-0 Pe -1.026 201 12'-4'/a 15-637 E(2'-0),PO(5'-0),fd(27'-0) 35'-2% Pv _.._............ 16820...._.. 9.60 2; 1.20----._....................__0012576................ 9-2 Pf 0.115 BL . ...---...... .._... 201 12'-4'/2 15.637 Pe 202 12'-0'/2 15.752 9'-2 Pv B4.............._..._..._......... 18820 .. 39.27 _..... . 5:67........-_.........._.._12fl -_.._....................-...0.045485 . ................. 8'-10/2 Pf 0.854 202 1Z-4'/2 19.67 15,752 Flow(q)from Route 3 9'-11 Pe 203 12'-4/2 16.606 pp(9'-11) 18'-9'/z Pv CM 2.6350 _.65.96 ........_.... 3:8$_.._..._........ ....120 ---- ._............_.__ 0 013339 ........._....._.. ................... 2'8'h Pf 0.036 203 12'-4'%z 20.62+6.0'7 16.606 Flow(q)from Route 7 and 28 Pe 204 12'-4'/z 16.642 2'-8'/2 Pv BL .._.._........... . .._......._1..6820 65.96 ._ ......... . 9,52 _. 0...__.....__....... . ..........._ 162'-5'/z Pf 24.576 .........._...-._........ -204 12-4/ 16.642 44'-6% Pe -0.108 205 12'-7% 41,109 7E(4'-11/2),T(9'-11) 207'-0 Pv BL 1_6820 27.21. 3 0 0.023082 66'-3 Pf 1.986 .. .._._..._..._._ - ._.... .. 205 1Z-7'/z 41.109 PO(9'-11) 19'-9'h Pe 206 12'-71/2 43.095 PO(9'_11) 86'-0%Pv CM _.............. 3.2600 _......27.21 ................... 1.05-_.......--- ._...1.20. 0;000920.... . .................. 10'-6 Pf 0.010 206 12'-7% 43.095 Pe 207 12'-7% 43,105 10'-6 Pv CM __............ _.3..2600.. _...._48:24 _..__... 1.85..._..----120...............--._........ 0:002652-_..... _. 11'-6 Pf 0.031 207 12'-7'/2 21.03 43.105 Flow(q)from Route 21 Pe 208 12'-7'/2 43.135 11'-6 Pv CM-----... 3=2600 65,98 2.54. ....._........--120......... 0.004731...__........... .. 11'-9 Pf 0,094 208 1Z-7'/2 17.72 43.135 Flow(q)from Route 22 8'-1 Pe 0 289 209 11'-11/2 43.518 2EE(4'-0'/2) 19'-9%Pv CM... 3.2600 138.62 .. .......... . 5.33............-.._...120.. .... ..... 0.018693.. ._..... 1 T-6 Pf 0.215 209 11'-11/2 72,67 43.518 Flow(q)from Route 2 Pe 210 11'-11'/2 43,733 11'-6 Pv CM 3-260 196.71 7-56.._............. 1.20.............._.......... .0.:03571.7. 0-11%z Pf 0.498 ......... .... 210 11-11'/z 58.09 43.733 Flow(q)from Route 24 13'-0 Pe 211 11'-11/2 44.232 Fr(13'-0) 13'-11'/2 Pv DY......_.......... 3_2600 313.01 12„03 120.._.-_-.._.... 0:084348 0'-0 Pf 0.000 211 W-11'h 116.30 44,232 Flow(q)from Route 16 Pe 212 1V-111/2 44.232 0'-0 Pv CM 42600 31.3,.01 705. 120 0.022920 18'-21/2 Pf 1.934 212 11'-11'�2 44232 65'-1% Pe 3.519 S3 3'-10 49.664 3fE(6'-9%).f(-0.000),CV(28'-11 84'-4% Pv '/z),BV(15'-9%) DY. 4.2600 313.01 7.05 120_ 0.022920 68'-11/2 Pf 4.011 S3 3'-10 49-684 106-10% Pe 7.451 S2 13'-4/z 61.147 PO(26%4),4fE(8'-11%.),CV(28'-1 175'-0 Pv 1/2),BV(15'-9/2) UG 6.2800 313;01 3.24 140 0,.002603 11V-0'/z Pf 3.545 S2 -1T-4'/2 61.147 8V-11% Pe 0.843 S1 15'-3/z 65.535 L1E(14'-2),EE(11'-01/z),PIV(4'-8 193'-0 Pv '/2),BFP(-3.043),GV(4'-8'/2),S. T(47'-3'/z) 100-00 Hose Allowance At Source 31 413.01 ,-iip•••••Route 2•••- DR 1 0490 19.66 7.30 120 0.126117 1'-2'/2 Pf 4.439 2003 10'-0 19.66 5.6 12,330 Sprinkler, 34'-0 Pe -1.026 221 12'-4/2 15.744 E(2'-0),PO(5'-0),fd(27'-0) 35'-2/2 Pv BL 1.6820 44.80 6.47 120 0+058042 5'-1/2 Pf 0.872 221 12'-4/2 25-14 15.744 Flow(q)from Route 11 9'-11 Pe 222 12'-4'/2 16.616 PO(9•_11) 15'-0/2 Pv CM 2.6350 69.78 4.11 120 0.014803 T-10 Pf 0.057 222 12'-4% 24.98 16.616 Flow(q)from Route 14 Pe 215 12'-4/2 16.672 3'-10 Pv CM 2.6350 109.23 6.43 120 0+033912 8-6 Pf 0.288 215 12'4% 3945 16.672 Flow(q)from Route 4 Pe 216 12'-4/2 16.961 8'-6 Pv 0 M.E.P CAD.Inc 411 AutoSPRINK 2019 v15.1.23.0 1012112021 1.34:OOPM Page 4