1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

----------------------------------------------------- Job Number.2106019 Report Descliption'.Ordinary Group I(Zone 1.02) Pipe Type..__„_...__.._._.. Diameter Flow velocity HWC Friction Loss :Length Pressure ................... Downstream Elevation Discharge K-Factor** P*n* Fittings ;Eq.Length (Summary Upstream ;Total Length .....Route 1 SIP ..............1.0490 19.50 7.24 12'0 .......... ....... T-2 Pf 0.766 1009 --5 19.50 5.6 12.125 Sprinkler, V-0 Pe 0.506 121 12'-3 13.397 PO(5'-0) V-2.Pv ...................... 1.6820 3.44 0.50 120 81-0 I Pf 0-004 121 12-3 1$,397 Pe 122 12*3 13.401 8'-0 Pv BL 1.6820 22.95 - 0.016840 8'-0 Pf 0.135 *-*-*........... 3.31 120 .............------------------------- -1.......................................... ...... T2 122 i 19.51 13.401 Flow(q)from Route 2 :Pe 123 17-3 13.536 BL 20................ 42.56 ................6.1 .....5.......................... 120 ............. 7'-B Pf 0.396 123 1 Z-3 19.61 13.536 Flow(q)from Route 3 Pe 124 12'3 13,932 7'-6,Pv BL 1.6820 .... ............... 62.47 9,02 120 0,107383 ----- 28'-9.Pf 4.684 124 12'-3 19.91 13.932 Flow(q)from Route 4 14'-10:!Pe 0.260 112 18.875 E(4'-lIY2),PO(9'-11) 43'-71/2: CM ----------------2.6350 ...................... 7.36 120 0.043614 -4 Pf....... ............................. ................. 13' 0,582 112 111-8 62.66 18.875 Flow(q)from Route 6 Pe 113 111-8 19.457 13'-4 Pv CM 2.6350 183.81 10,81 .................. ..................................................... OM8829 .1--.---.-.--.....1.............. $'-3:Pf 0.733 113 11. -8 58.68 19.457 Flow(q)from Route 7 Pe 106 11'-8 20.189 8'-3 Pv CM 2.6350 222.58 13.10 66-1101/2 Pf 15.699 106 111-8 38.76 20,189 Flow(q)from Route 6 58'-2:Pe 3.888 107 2-8 39.776 3fE(4'-31/2).f(-0.000),CV(19'-2 124'-01/2 Pv 1/2),BV(9'-7M),PO(16-51/2) ST.... ..................... 0.012198 .. .......................5. 1 120....9.. ..................... 0'-8:Pf 0.554 107 2'-8 39,776 44'-9 Pe 0.667 S2 11-11/2 40.997 CV(28'-11'/R),BV(15'-91/2) 46-5.Pv U G 6.2800 222.58 2.31 140 0.001385 . ....................................... ...................................................................................................... Ill'-01/2 Pf 4.926 32 1'-11/2 40.997 81'-111/2.Pe 0,843 S1 -9-91/2 46.765 LtE(14'-2),EE(11'-01/2),PIV(4!-8 193'-O.Pv 1/2),BFP(-4.658),GV(4'-8'A),S, T(47'-3%) 250.00 Hose Allowance At Source . ...................................... S1 472.58 Route 2..... SP 1.0490 19.51. 7,24... 120 0.1217 Pf 0.764 . -..- ........ ... .43 . 1'AY 2 1010 '-4 Y2 19,51 5,6 12.140 Sprinkler, 6-0 Pe 0.497 122 12'-3 13.401 POW-0) 6'-1 1/2 Pv &.....Route 3----- SP 1.0490 19,61 7,28 12 ..0.125522 l'-11/.'Pf 0.771 1011 13'-41/2 19.61 5.6 12.267 Sprinkler, 5'-0:Pe 0,497 123 12'-3 13.536 PO(S'-O) .....Route 4..... SIP 1.0490 19.91 7.39 .12.0... 0.129060 V-1 1/2 Pf 0.793 1012 131-41/z 19.91 5.6 12.642 Sprinkler, 5-0 Pe 0,497 124 17-3 13.932 PO(5--0) 6'-1 Y2 Pv .....Route 5..... BL 1-6820 0.94 9-14 ...120 0.000046 19-0 Pf 0.000 0,3 20.37 5.6 13.233 Sprinkler Pe 1014 12'-3 13.234 10'-0 Pv BL .1.6820 21.31 3.08 120 0.014679 10'-0 Pf 0.147 1014 12'-3 20.37 5.6 13.234 Sprinkler Pe 1015 12'-3 13.380 10'-0 Pv BL 1.6820 41.79 6.03 120 0.051041 101-0 Pf 0,510 1015 1 Z-3 20.48 5.6 13.380 Sprinkler Pe 1016 1 Z-3 13.891 10'-0 Pv BL 16820 62.66 9.05 120 0.107986 22'-6 Pf 4,567 1016 12'3 20.87 5.6 13.891 Sprinkler, 19'-9 1/2 Pe 0.260 114 111-8 18.717 T(9'-11),PQ(9'-11) 42'-31/2 Pv CM 2.6350 62.66 3.69 120 0.012132 13'-0 Pf 0 158 114 111-8 18.717 Pe 112 111-8 18.875 13'-0 Pv lab.....Route 6..... 0 M.E.P.CAD.Inc. 115AutoSPRINK 2019 v15,1.23.0 10/21/2021 11:05 31AM Page 4