1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

Job Number 2106019 Report Description:Light Hazard(Zone 3.01),Ordinary Group II Pipe Type Diameter Flow Velocity - HYVC _...... Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length "0....•Route 1 ••- BL _._._..._.._•.....1.6820._....... 17.92 2.59.... 120 .. ---..............D.010858 ............_. ... 15'-0 Pf 0.160 3011 16'-3 19.50 5.5 12.125 Sprinkler Pe 3012 16-3 12.285 16-0 Pv BL....-- -.._.......... ---...... 1,6820- 37_55 . ........ 5:42........ ... .....120................--._._.._.............0-041868. ..._...-_.......... 15'-0 Pf 0.628 3012 16'-3 19.63 5.6 12.285 Sprinkler Pe 3013 16'-3 12.913 15-0 Pv BL 16820.. 57,67 . .._.... . 8.33...... 120....... .. ........ 12'-1 Pf 2.036 3013 161-3 20.12 5.6 12.913 Sprinkler, 9'-11 Pe 303 18'-3 14.949 PO(9'-11) 22'-0 Pv CM_....... --....................._. 2.6350 .._.......- -......95.08 ............. 5.59. ----120................- 0-026238. .. . ........._....... 12'-4 Pf 0.324 303 16-3 37.41 14-949 Flow(q)from Route 5 Pe 304 16'-3 15.273 12'-4 Pv CM . ..... --.. 2-6350... 149.26 ............... 8.:78.._....... . .. 120 ..___._... .....-------.....0:.06042„8-- 23'3 Pf 2.318 304 16'-3 54.18 15.273 Flow(q)from Route 4 15'-1 Pe 305 1V-3 17.590 fE(4'-3'/2) fr(10'-9'/z) 38'-4 Pv BL-- -....... - 1.6620..._......_...._.... 36.14 .:22........ . ....120.--......................_...........0.03..9..001....................... . ........................ 217'-4'/2 Pf 9.443 305 16'-3 17.590 PO(9'-11) 24'-9 Pe 0.253 306 15'-8 27287 E(4'-11'/.),PO(9'-11) 242'-1'/z Pv CM.._-..............._..._...__..._... ..2,63$0............._.... 147.25_.. 8 66.. _120._............._.. --- ._....._O.D5893i._._..-......... .......................... 11'-6 Pf 1.951 306 15'-8 111.11 27.287 Flow(q)from Route 2 21'-7 Pe 307 151-8 29.238 2fT(10'-9'/2) 33'-1Ys Pv QY-_-........ . ........ --........2.6350. ...._...... - 260,37._........... 15_32.. .. .. _120 -- 0.16916.0.......... 01-0 Pf 0.000 307 15'-8 113.12 29,238 Flow(q)from Route 8 Pe 308 15'-8 29-238 0'-0 Pv CM--.._........ .....-- ...._42600 ..._._._._...._....260-37........._... 5.86._........ 120- -..............._...._...__._.....0;01_6303....__..._......... _...._... 16'-10 Pf 1.115 308 15'-B 29.238 51'6'/z Pe 5.181 S4 V-8% 35.533 fE(6'-9Y:),f(-0.000),CV(28'-11'/z 68'-4'/z Pv ),BV(15'-9'/2) STS 4.200 260-37 .8 120 ...._....0.016303 82'-6 Pf 2658 . _.........._....... _._._--..... 4 3'-8'/z 35,533 80'-6'/2 Pe 13.683 S2 -27'-10 51,874 4fE(8'-11'/z),CV(28'-111/2),BV(1 163'-0'/z Pv 5'-9'%) UG.... 6.2800 260.37 2.70. ... 140 0..001.852... 11V-01/2 Pf 3.364 S2 -27'-10 51.874 BV-11% Pe 0.843 S1 -29'-9'/2 56,081 LtE(14'-2),EE(11'-0'/z),PIV(4'-8 193'-0 Pv '/z),BFP(-3.007),GV(4'-B'/z),S, T(47'-3%) 100.00 Hose Allowance At Source S 360.37 .0.....Route 2• BL ••• 16820 1,.58 0.23 . 120 0.000119 12'-5'/z Pf 0 003 3011 16'-3 19.50 5.6 12.125 Sprinkler, 9'-11 Pe 30S 16_3 12.128 PO(9-_11) 22'-4'/z Pv Bl_ 1.6820 22.53 3.25 ............... 120 0.016274 2'-5 Pf 0 039 309 16'-3 2095. 12.128 Flow(q)from Route 7 Pe 0-000 3004 16'-3 12.167 2'-5 Pv BL 1.682C 42.06 6.07 120 0.051654 61-0 Pf 0 310 3004 16'-3 19.53 5.6 12.167 Sprinkler Pe -0.000 3005 16'-3 12.477 6'-0 Pv BL 1.6820 61.84 8.93 120 0.105387 3'-11 Pf 0.413 3005 16'-3 19.78 5.6 12.477 Sprinkler Pe -0.000 310 16-3 12.890 3'-11 Pv BL 1.5820 68-44 9.88 120 0.127112 2'-1 Pf 0.265 310 16-3 6.59 12.890 Flow(q)from Route 3 Pe 3006 16-3 13,155 2'-1 Pv BL 1.6820 88.75 12.81 120 0.205583 2'-6'/2 Pf 2.558 3006 16'-3 20-31 5.6 13.155 Sprinkler, V-11 Pe 311 16-3 15.713 PO(9--11) 12'-5'/2 Pv CM 2.6350 88.75 5.22 120 0.023097 10'-1'% Pf 0 234 311 16-3 15.713 Pe 3007 16'-3 15.947 10'-V/2 Pv CM 2.6350 111.11 6.54 120 0.035003 55'-10 Pf 2.531 3007 16-3 22.36 5.6 15.947 Sprinkler. 16%51/z Pe 312 16'-3 18.478 PO(16-5%) 72'-3%2 Pv C M.E.P.CAD.Inc. n Auto SPRINK 2019 v15 1.23 0 10125/2021 7 23 58AM Page 4