1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

Job Number:2106019 Report Description:Ordinary Group 1(Zone 1.02) Pipe Type Diameter Flew Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL t.6820 .. 19-43. _..__2.81 .......120..... 0.012381 83'-4'/2 Pf 1.216 1013 12'-3 20.37 5.6 13233 Sprinkler, 14'-10 Pe 110 12'-3 14.449 E(4'-11'/2),PO(T-11) 98'-2'/2 Pv BL _ 1.:6820 . . 38...76 5:60. ._..._ - 120 ...... .... 0;044410 . .. 7 T 10'/2 Pf 4.292 110 12-3 19.33 14 449 Flow(q)from Route 11 24'-9 Pe 109 12'-3 18.741 3E(4'-111/2),PO(9'-11) 96'-7%Pv CM 2.6350 ..... -.......38,76......_...._.._...__............2.28..... ----..._..120 .................. 0....0.04989..... ......_......_. . . ..... 32'-7 Pf 0.163 109 12'-3 18.741 Pe 103 12'-3 18.903 32'-7 Pv BL 1..6820 .....................10.9 ............... ....-...............1.24 0.004306. . ...................................... 159'-4 Pf 0.750 103 12'-3 18.903 PO(9'-11) 14'-10 Pe 0,260 104 11-8 19.913 2EE(2'-51/2) 174'-2'/2 Pv DY 2.6350 1.0.-98..._........_.._......_......9 5_.................._......120 0..000.484...... ..... ..._.....---._........... 0'-0 Pf 0.000 104 11'-8 19.913 Pe 105 11'-8 19.913 0'-0 Pv CM 2.6350 . ..__.............38.76_..... .........._...._..__228......_... ..._.120 .... . 0.004989. _...... ... 44'-6'h Pf 0.276 105 11'-8 27.78 19.913 Flow(q)from Route 10 10'-9% Pe 106 11'8 20.189 fT 10'-91/.) 55'4 Pv 4+•••••Route 7••••• BL. 1.0490__ 20.50 -...._.-.............7_61.._.-_._._..........._120 ...... ...................._. .0.1361..90...._.._................. .............. -- - 0'6 Pf 0.749 1017 12'-3 20.50 5.6 13.398 Sprinkler, T-0 Pe 125 12'-3 14,147 PO(5'-O) V-6 Pv BL 1:68..20.... ...-...._..........17,23............._........_.....2:49........__.... 120...... . . -- 0.00990,9 ....----..._..-......._............ 10'0 Pf 0 099 125 1 Z-3 14,147 Pe 126 12'-3 14.246 10'-0 Pv BL.._... ... 1.6820. -- 37_80....... ....----5.46..... 1.20..._....._..... .4.04.2388. _..................... .. 10'-0 Pf 0.424 126 12'-3 20,57 14.246 Flow(q)from Route 8 Pe 127 12'-3 14.670 10'-0 Pv BL 1.6820 ..._......_ 58.68. ..........._.._..8.:47_ .. 1.20 ... ... 0.095614....... .. 32'-6 Pf 4,526 127 12'-3 20.88 14.670 Flow(q)from Route 9 14'-10 Pe 0260 113 1V-8 19.457 E(4'-11%2),PO(9'-11) 47'4 Pv 4o•••••Route8--- BL 1..04_9.0 .. 20.57 ... 7.64 .120 0,137076 0'.6 Pf 0.754 1027 12'-3 20.57 5.6 13.493 Sprinkler, 6-0 Pe 126 1Z-3 14.246 PO(5-_0) 6-6 Pv Go.....Route 9••••- BL 1.0490 20.88 7.75 120 0.1401860 0'-6 Pf 0.775 1028 12'-3 20.88 5.6 13,896 Sprinkler, 5'-0 Pe 127 12'-3 14.670 PO(51-0) 5'-6 Pv �•••••Route10••••- CM 2.6350 27-18 1,63,. ..,. 120 0.002694 17'-7 Pf 0.071 103 12'-3 10-98 18.903 Flow(q)from Route 6 8'-7 Pe lie 12'-3 18,974 2fE(4'-3%) 26'-2'/x Pv CM 2._6350 18.97 112 . . .. 120 0.0013..30 1T-8 Pf 0 023 118 1Z-3 18.974 Pe 119 12'-3 18.998 17'-8 Pv BL 1.6820 _ 9.41 1.36 120 0003233 147'-0'/2 Pf 0.539 119 12'-3 18.998 PO(9'-11) 19-91/2 Pe 115 12'-3 19.537 PO(91_11) 166'-10 Pv CM 2.6350 18.97 1A2 120 0.001330 20'-6 Pf 0.039 115 12'-3 9-56 19.537 Flow(q)from Route 12 8'-7 Pe 116 12'-3 19.576 2fE(4'_3y2) 29'-1 Pv CM 2.6350 27,78 1,63 120 0.002694 8'4 Pf 0.078 116 12'-3 8.81 19.576 Flow(q)from Route 16 20'-7 Pe 0.260 105 11'-8 19.913 fE(4'-3'/2),L1E(5'-6),fT(10'-91/2) 28'-11 Pv m*•••••Route 11 . BL •••1.6820 19.33 2.79 120 0.012257 1V-0 Pf 0.256 111 12'-3 3 27+16.06 14.193 Flow(q)from Route 14 and 15 9'-11 Pe 110 12'-3 14.449 PO(9--1 1) 20'-11 Pv •••••Route 12••••• CM 2.6350 9.56 0.56 120 0.000375 13'-6 Pf 0.005 117 12'-3 9 56 19.532 Flow(q)from Route 13 Pe 115 12'-3 19.537 13'-6 Pv as•••••Route 13••••• CM 2.6350 9.56 0.56 120 0.000375 13'-6 Pf 0.011 119 12'-3 9.41 18.998 Flow(q)from Route 10 16-51/2 Pe 120 12'-3 19 009 PO(16'-5%) 29'-111/2 Pv +( 0 M E.P CAD.Inc AutoSPRINK 2019 v15.1.23 0 10/2112021 11 05:31AM Page 5