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1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15
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1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15
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Last modified
1/15/2026 8:47:21 AM
Creation date
9/23/2025 9:58:56 AM
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Address Document
Street Name
N BROADWAY
Street Number
1001
Tenant Name
LEARNING RESOURCE CENTER
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Job Number:2106019 <br /> Report Description:Light Hazard(Zone 1.01) <br /> Pipe Type Diameter Velocity Friction Loss .............Length Pressure <br /> Downstream Elevation. Disc-harge K.-Factor Pt Pn Fittings Eq.Length Summary <br /> upstream Total Length <br /> BL 1,6820 1728 2.49 120 0...0-0.99-5.7 .................... 133'-10'/- Pf 1.481 <br /> ..................... .......... .......- .......... <br /> 111 <br /> 12'-3 26.974 14'-10 Pe 0.260 <br /> 112 111-8 28-714 E(4'-111/2),PO(9'-I1) 148'-81/2 Pv <br /> CM 2-63-50...... .1.20 ............................. 13'-4 Pf 0.063 <br /> 112- 111-8 20.34 28.714 Flow(q)from Route 4 Pe <br /> 113 11'-8 28.777 13'A Pv <br /> CM 2.6350......._......53.71....... .................................. ................ V-3 Pf 0.075 <br /> 113 111-8 16.09 28777 Flow(q)from Route 10 Pe <br /> 106 111-8 28-853 8'-3 Pv <br /> ®-----Route 4..... <br /> CM _._......I- <br /> 20 120 - 0-001 JS-0 Pf 0.020 <br /> 114 1 V-8 20.34 28.695 Flow(q)from Route 6 Pe <br /> 112 28-714 131-0 Pv <br /> ,-*.....Route 5---- <br /> CM 93.20 5-48 120... 0.025283 ................ 17W Pf 0.662 <br /> 26350 .. ................ <br /> 103 12'-3 36.84 18.963 Flow(q)from Route 1 8W Pe <br /> 118 12'-3 19-625 2fE(4'-31/2) 26-21% Pv <br /> CM .....26350.............. .......374 120 <br /> 0............. <br /> .._..... QQj24Z9. ......... ........... 17'-8 Pf 0.220 <br /> 11.8 1 Z-3 19.625 Pe <br /> 119 1 Z-3 19.846 17'-8 Pv <br /> BL. .16820 4.56. 120 ...0,03OU3 ...................... 147'-01/2 Pf 5.062 <br /> 119 ......................1-2-'-3 19.846 PO(9'-11) 19'-91/, Pe <br /> 115 12'-3 24,908 PO(9'-11) 166'-10 Pv <br /> CM 2.6350 63.63 ................120 001.....2479 20'-6 Pf 0.363 <br /> .... <br /> 115 .__.... ...........-12'-..3 32.08 24908 Flow(q)from Route 7 8W Pe <br /> 116 1 Z-3 25.271 2fE(4'-3Y2) 29'-1 Pv <br /> CM 2.6350.... 0.025283 . .......... 8'A Pf 071 <br /> 116 .3 29.57 25.271 Flow(q)from Route 11 20'-7 Pe 0.260 <br /> 105 111-8 26.262 fE(4'-3Ya),UE(6-6),rr(10'-9/.) 28'-11 Pv <br /> io.....Route 6 <br /> BL 6820 20-34 2.94 120 0.01.34.7.4 136-10% Pf 2,164 <br /> 11c, 12'--3 33.36.. 26.271 Flow(q)from Route 3 24'-9 Pe 0 260 <br /> 114 11'_8 28.695 E(4!-1 11/2),T(9--1 1),PO(9--1 1) 160'-71/2 Pv <br /> a.a-----Route 7 - <br /> CM 26350 3208......... 189 12-0 .............. A.WN15 ---------------- 13'-6 Pf 0047 <br /> 117 12'-3 3208 24.860 Flow(q)from Route 9 Pe <br /> 115 12'-3 24.908 13'-6 Pv <br /> im.....Route 8..... <br /> CM • 2.6350 683 0.40 120 OtO.002.01 12'-0 Pf 0.006 <br /> 101 .1.Z.-3 .......6147 18.420 Flow(q)from Route 1 16-51/2 Pe <br /> 1139 12'-3 18.426 PO(16'-51/2) 28'-51/2 Pv <br /> .&-- Route 9----- <br /> OM 2.6350 ....32-08 1.89 120 0.003515 13'-6 Pf 0 105 <br /> 119 12'-3* 31-55 19.846 Flow(q)from Route 5 16'-5 1/2 Pe <br /> 120 12'-3 19.951 PO(16,-SY2) 29'-1 V12 Pv <br /> BL 1.6820 4.63. 1.2.0 .0..031283 147'-016 Pf 4,909 <br /> 120 12'-3 19.951 9'-11 Pe <br /> 117 12'-3 24.860 PO(9'-I1) 156-11 Pv <br /> m.....Route 10..... <br /> BL • <br /> 1 6820 16,09 2.32 120 0.008726 147'-2Y2 Pf 1.544 <br /> i11. 12'-3* 26.974 T(9'-11) 29'-SY2 Pe 0260 <br /> 113 1 V-8 28.777 2E(4'-11%),PO(9'-11) 176'-1OYz Pv <br /> v-*.....Route 11..... <br /> B; 170'-2Y2 Pf 5646 <br /> 1.6820 295-1 4.27 120 0,026910 <br /> 17-3 19.625 PO(9'-I1) 39'-7 Pe <br /> 16 12'-3 25.271 4E(4'-111/.).PO(9'-11) 209'-91/2 Pv <br /> Rim <br /> Actual Inside Diameter 4 F, Value Of C 100 130 140 15o <br /> Factor <br /> Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1 51 <br /> L,0 M E.P CAD Inc 4 AutoSPRINK 2019 vi 5.1.23 0 10/2V2021 11:03:49AM Page 5 <br />
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