1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

-------------------------------- BJ��® Job Number.2106019 Report Description:Light Hazard(Zone 1.01) .Pipe.Type. Diameter. Flow Velocity MWC s Friction Los ............. ........................ Length Pressure Downstream Elevation Discharge K-Factor Pt pn Fittings i Eq.Length Summary Upstream 1 I.....Route I..... ;Total Length 60 BL I ........ ........................... . ............ ................22. 3.15 120_ - 0016234 ........................... 13'-1 1 Pf 0M6 1001 1 Z-3 22.50 5.6 16.143 Sprinkler Pe 1002 12'-3 16.369 13'-Il iPv BL .........................................1-682-9............................45.1.6........... 120 0.058901 12'-0 Pf 0.707 1002 12'-3 22.66 5.6 16.369.. .. ..............................Sprinkler.- - . ........... ;Pe 1003 I2'-3 17.076 1 12'-0:Pv BL 1.6820 ..IF .................... 68.0i %86 120 0.126629 -8Y . ................... ............. 0' 2.Pf 1.345 12'-3 23.14 5.6 17.076 Sprinkler, 9-11.pe 101 12'-3 18.420 PO(9--1 1) 10'-7/2:Pv ...C....M................... 2.6--350 ............ 6.1.47 3.62 ..................... . ,01170.8................... . ....... 12'0 Pf 0.141101 12'-3 18.420 Pe 102 12'-3 18.561 12'-0 Pv CM 2.6350 ................ 30.03 .65 120. ..........------------ ............................. ..0.046821......... ...................................................... 8'-7 Pf 0.402 102 1Z-3 68.56 18.561 Flow(4)from Route 2 :Pe 103 12'-3 18.963 8'-7 Pv BL IM20 .......................... 36-84 5.32. _I 20 o.040409 159'-4'Pf 7.039 .......................................... ......... ......... 103 12'3 18.963 PO(9'-Il) 14'-10 Pe 0.260 104 ll'-8 26.262 2EE(2'-5%) 174-2/2:Pv DY 2.6350 -- I .... ................................................. ............... 2.1.7 0.004-540 --.......................................................... 01-0,Pf 0.000 104 111-8 26.262 Pe 105 26.262 a-O:Pv CM 130...03 7.65 120 0,(W821 ................................................... 44' Pf 2.591 105 11-8 93.20 26.262 Flow(q)from Route 5 1 1 0'-9Y2.Pe 106 111-8 28.853 fT(10'-9y,) 55'-4 Pv CM ........ 183.74 10.81 1.........................2.0............................... .......n_.088760 65'-1 OY2:Pf 11.010 106 111-8 53.71 28.853 Flow(q)from Route 3 58-2'Pe 3,888 107 2'-8 43,750 3fE(4'-3%),f(-0.000),CV(19'-2 124'-O%:Pv YR),BV(9-7-/2),PO(16'-5Y2) ST .....................4.2 0 183.74 4.14§ q 0.008555 0'-8 Pf 0,389 1 44'-9 Pe 0,667 S2 1'-11/2 44.806 CV(28'-111/2),BV(l 5'-9Y,) 45'-5 Pv UG . . ...............5,2800 - 183.74 _1,90 . ..................1-40 0.000972 .. ........ 111 I-0A Pf 6.911W i'-11/ 44.806 8 1'-11'/2.Pe 0.843 Sl -a-91/2 52.560 LtE(14'-2),EE(il'-01/.),MV(4,-8 19T-O:Pv 1/2),BFP(-6.724),GV(4'-SY,),S T(47'-334) 100,00 Hose Allowance At Source S1 283.74 -ka.....Route 2 BL 1.6820 22-59 _.__12.0 0.016349 13'-1 1 Pf 0.228 1004 12'-3 22.59 5.6 16.267 Sprinkler `Pe 1005 12'-3 16.495 13'-11 Pv BL 1.6820_........ ..45 6.55 120 0.059320 12'-0 Pf 0.712 ...... ...... 1005 12'-3 22.74 5.6 16.495 Sprinkler Pe 1006 12'3 17.207 12'-0 Pv B.L. 1.6820 68.56 9.90 120 0.127529 -8/............ 0' 2 Pf 1,354 1006 121-3 23.23 5.6 17.207 Sprinkler, 9'-ll Pe 102 12'-3 18.561 PO(9--I3) 1 0'-7Y2 Pv ....Route 3..... BL 1.6820 2.3.37 3.37 120 .0.017414 12'-0 Pf 0.209 1007 12-3 23.37 5.6 17,416 Sprinkler Pe 1008 12'-3 17.625 12'-0 Pv BL 1,6820 46.88 6.77 120 0,063126 0'-8/2 Pf 0.670 1008 12'-3 23.51 5.6 17.625 Sprinkler, 9-11 Pe 108 12'3 18.295 PO(9--11) 10'-71/2 Pv CM 2-6350 46.88 2.76 120 0.007092 2'-0 Pf 0,131 108 12'-3 18-295 16'-5Y2 Pe 109 12'-3 18.426 PO(l 6'-54/,) 18'-5/2 Pv BL 1.6820 53.71 7.75 120 0,081175 71'-101/z Pf 7845 109 17-3 6.83 18.426 Flow(q)from Route 8 24'-9 Pe 110 12'-3 26.271 3E(4'-111/2),PO(9--1 1) 96'-7/2 Pv BL 1.6820 33.36 4.82 120 0.033642 1 l'-O Pf 0.703 110 12'-3 26.271 9'-11 Pe 111 12'-3 26.974 20'-11 Pv CIA,C M.E.P CAD.Inc. d AutoSPRINK 2019 vi 5 1.23.0 10121/2021 11:03:49AM page 4 .....................I.,..-----...................I-------.........