1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

Job Number:2106019 Report Description:Light Hazard(Zone 2.01),Ordinary Group It Pipe Type Diameter Flow Velocity_._-._...._._ HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1 6820 . ... 64,.34 9.29., .........----.-..120 0.113398.. 4'-10% Pf 2.236 229 11'-5'/z 15.23 18.452 Flow(q)from Route 15 W-1 2 Pe -0.397 220 12'-4Yz 20.291 E(4'-111/x).T(9'-11) 19'-8'/x Pv m•••••Route 10••••- DR. ............. 1:049D 21-69..--...... .. ..._.. --._......1.2Q...._..... ........_. 0.151182 5'-11'/2 Pf 1.962 2010 10'-3 21.69 5.6 15.000 Sprinkler, 7'-0 Pe -0.927 230 12'-41h 16.035 E(2'-0),PO(5'-0) 12'-11Yx Pv BL 1_6820 ....._._. 18_20... 2:63..__........... ....120..._... 0.:.010966 .._....... 60'-41h Pf 0.771 ..._._..._.. 230 12'-41/1 16-035 V-11 Pe 228 12'-4'/2 16.805 PO(9'-11) 70'-3Yz Pv 40•••••Route 11 --- DR •1 0490 .. 21 72 ...................8-06-.._...... ......120....... 0.151.562 _........ ......_. T-3% Pf 1.561 2011 10'-3 21.72 5-6 15.040 Sprinkler, T-o Pe -0.927 226 12'-41h 15.675 E(2'_0),p0(5'_0) 10'-3'/z Pv BL 1.6820 25_-_1.4. .. .............3.8..3.. --................ 120------- 0.019926 T-5'/2 Pf 0.069 226 12'-4'%z 17.94 15.675 Flow(q)from Route 9 Pe 221 12'-41/2 15.744 3'-5'/2 Pv .....Route 12••••• DR 1.0490 ...... . 21-85..... ............__8._11......... - 120.....__... 0.15331.6... -- 4'3% Pf 1.732 2012 10'-3 21.85 5.6 15.229 Sprinkler, 7'-0 Pe -0.927 230 1ZAI/2 16.035 E(2'-0),PO(5'-0) 11'-31/2 Pv BL __ 1.6820 ...... 25.34 3.66 120. .. ........... .020228 _._...... ....... . ......_.... 3'-5% Pf 0.070 230 12'-4% 18.20 16.035 Flow(q)from Route 10 Pe 223 12'-4'/2 16 104 3'-5'h Pv u-&•••••Route 13••••• DR 1.:.0490 _ 22.29 8-28.... ........120.... . ..._........... 0.159050........_... ... 2'-4 Pf 1.168 2013 10'-0 22.29 5.6 15.845 Sprinkler. 5'-0 Pe -1.017 231 12'41/2 15.997 PO(5'-0) 7-4 Pv BL.. . ... . . . .. 1.6820 .... ............13.54..._....... ......._._.1- ......_..............._124.. . .._...... .. . 0...0...06346 ............ .. ................... 53'-1'/z'Pf 0.400 231 12'-4'/z 16,997 9'-11 Pe 232 12'-41/z 16.397 po(9'_11) 63'-01/z Pv 8L. 1,6820 .................12.98 .......... . ...........1 0.005863 ......_.............. 4'101/x Pf 0.029 232 12'4% 16.397 Pe 227 1 Z-41/2 16.425 4'-101/2 Pv �•••••Route 14•••• DR 1.0490. 22.30 8.28 _...120 0.159197 . ......... .. 2'-4 Pf 1 169 2044 10'-0 22.30 5-6 15.861 Sprinkler, 5'-0 Pe -1.017 233 12'-4'/2 16.014 PO(5'-0) T4 Pv BL 1..6820 31.06 4,48 120 0-029460 10'-2 Pf 0.591 233 12'-4% 8.75 16.014 Flow(q)from Route 30 V-11 Pe 234 12-4'h 16.605 pp(9'-11) 29-1 Pv CM 2.6350 24.98 1,47 120, 0.002213 4'-10'/2 Pf 0011 234 12'-4'/2 16.605 Pe 222 12'-4% 16.616 4'-10% Pv w•••••Route 15••••• DR 1.0490 23.24 803 1 /2 20 0.171776 2'-1' Pf 1.226 2015 10'-3 23.24 5-6 17.220 Sprinkler, 5'-0 Pe -0.927 235 12'-4'h 17.520 PO(5'-0) 7'-1'/x Pv BL 1.6820 15.23 2.20 12.0 0,007882 53'-0 Pf 0.535 235 12'-4M. 17.520 14'-10 Pe 0-397 229 11'-5'/2 18.452 E(4'-11'/x),PO(9'-11) 67'-10 Pv to.....Route 16-••• CM 3.2600 11630 4.47 120 0.013508 10'-111/2 Pf 0-324 236 11'-111/2 61.74+54.56 43.908 Flow(q)from Route 17 and 27 13'-0 Pe 2'1 11'-11'/x 44.232 }T(1 T-0) 23'-11'/2 Pv --a •---Route 17• CM 3.2600 61.74 2.37 120 0.004186 17'-31h Pf 0.072 2/1' 11'-11'/2 61.74 43.836 Flow(q)from Route 18 Pe 236 11'-11 Y, 43.908 17'-3'/2 Pv ,ia•••••Route 18• BL •••1.6820 61.74 8.91 120 0+105042 193'-11% Pf 21.413 240 11'-111/2 61.74 22.423 Flow(q)from Route 19 9'-11 Pe 241 11'-11'/x 43-836 PO(9' 11) 203'-10 Pv a•••••Route 19..... CM 2.6350 174.39 10.26 120 0.080586 10'-11 Pf 0.880 219 11'-11 1/2 8.32 20.278 Flow(q)from Route 2 Pe 237 11'-111/2 21.158 10'-11 Pv NI L P GAD lnc -IlAutoSPRINK 2019 05.1.23 0 1012112021 1.34 OOPM Page 6