1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

Job Number.2106019 Report Description:Light Hazard(Zone 2.01),Ordinary Group 11 Pipe Type._ Diameter Flow .................... HINC .............. Loss -, . __........ ... .. I Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Upstream Total Length Summary CM 2.6360 129.4.8. ............... 7.62 12o 216 12'-4Yz 20.25 ___.16.99...6.1 0'-8 Pf 0.031 217 12'-4% 16.92 Flow(q)from Route 8 Pe 0'-8:PV CM 2. . 4_0 8 0851 ...... .......... 1 120 0.08 ...... ........... -4'Pf 0.593 7' 217 1 Z-41/2 45.22 16.992 Flow(q)from Route 6 Pe 218 12'-4Y2 17.585 7'-4.Pv CM ........................ ............ 18Z71 ............ .............. 1.0j5........ 17'-91/2 Pf 2.513 .................... ..... 120 ............................................ .......... 8 12'LU/. 8.01 Flow(q)from Route 29 19-9Y2 Pe 0.181 219 111-111/2 20.278 21E(4!-3Y2),ME(Z-21/2) 28'-7 1.Pv BL .219 ............................ 1.6820 8.32 ................... -1 .................. .00Z .......... A F@............................... 55'-2Y2 Pf 0.193 1/2 20.278 PO(9'-11) 19'-91/R Pe -0.181 220 12-4% 20-291 2E(W-IIY2) 75,-O.PV BL ..............72.67 10.49 120 OA42016 ........................ 137'-6Y2.Pf 23.047 61�.34 20.291 Flow(q)from Route*9 24'-9.Pe 0.181 220 12'-41/2 209 W-111/2 43.518 T(9'-11),E(4'-11Y2)'PO(9'-11) 16Z-31/2:PV Qib Route 3..... DR -- .0490 19.67 7.30 120 ..........I.,.................................... .126174 -21/2 Pf 4.441 ......... 2004 __O_- 19 5.6 12.336 Sprinkler, 34!-0 Pe -1.026 202 12'-4 1/2 15.752 E(2'-0).PO(5'-O),fd(271-0) 35'-2'/2:Pv .....Route 4..... DR 1...0490 ........... .....7.31... .-120-................... V-21/2 Pf 4.446 ................ 2002 101-0 19.68 5.6 12E 35.0 Sprinkler, 34'-0 Pe -1.026 213 12'-41/2 15.770 E(2'-0),PO(5'-0),fd(2T-0) 35'-21/2 Pv BL t682 2.84- - , 19.68.... 1 0,012671 --Q. ...... ............................................................. ......--------------- 11'_5 Pf 0.144 21 12'-4'h 15.770 Pe 214 1Z-4Y2 15.914 11'-5 Pv 6L 1,6820 39.45 5.70 120 0.045865...................... .................................................. V-71/2 Pf 0.758 .......................... ............................... 2-1 12'-4Y2 19.77 15,914 Flow(q)from Route 5 9'-11.Pe 215 12'-4Y2 16.672 PO(91_11) 16'-6yz.pv ,mo.....Route 5..... DR 1.049C. .. .......-1937 .... ....... 120 0.127330 V-2/2 1 Pf 4.482 ............ . ............... ... 2C05 19.77 5.6 11458 Sprinkler, 34'-0:Pe -1,026 214 12'-4/, 15.914 E(2'-0),PO(S'-O),fd(27'-O) 35'-2'/2;Pv c-0-----Route 6..... DR --------_. ... 1.04.90.... 19.88 7 36 12 0.1286 6 ......................... -21 1' /2*Pf 4.529 2006 1 T-0 19.88 5.6 12.601 Sprinkler, 34'-0 Pe -1.026 223 1 Z-41A 16.104 E(2'-0),PO(5'-0),fd(2-P-0) 35'-2/2 Pv BL .... 6.53................... 1.6820 45.22... ... .......... 0.059053 5' K Pf 0,887 223 12'-41/2 25.34 16,104 Flow(q)from Route 12 91-11 Pe 217 12'-41/z 16.992 PO(V-11) 15'-OY2.PV 3.....Route 7..... DR 1.0490 20.05 7.44. M ...0:130 8 .. ..75 V-21/2 Pf 4.60.3 20_07 101-0 20.05 5.6 12.821 Sprinkler, 34'-0 Pe -1.026 224 12'-41/2 16,398 E(2'-0),PO(5'-O),fd(27'-O) 3 5'-2/2 Pv BL 1 682 2 .62 2.98 120 .0.013813 5'-1 1/2 Pf 0.208 224 12'4% 0.57 16.398 Flow(q)from--Route 20 9'-11 Pe 233 12'-41//, 16.606 PO(9'-I1) 1 V-01/2 Pv .....Route 8..... DR.. _-_1 0490 20,25 7.5 120 0.133176 -21........... . . .................. 1' /2 Pf 4�B88 2008 1 U-0 20.25 5.6 13,078 Sprinkler, 34'-0 Pe -1,026 225 1 Z-41/2 16.740 E(2'-O),PO(5'-0),fd(27'-O) 3 5'-2/2 Pv BL. 1_.6420 20.25 .2.7.9.2 1.20 0..0.1.33.6.1. V-71/2 Pf 0,221 225 12'-41/2 16.740 9'_1 1 Pe 216 12'-4% 16,961 PO(9--1 1) 16'-6% Pv .....Route 9..... DR 1.0490 21.36 7.93 120 0.146963 6'-111/2 Pf 2.054 2009 10'-3 21.36 5.6 14.548 Sprinkler, 7'-0 Pe -0.927 226 12'-41/2 15.675 E(2'-O),PO(S'-O) 13'-11'/2 Pv BL 1,6620 17.94 2.59 120 0.010679 60'-4% Pf 0.751 226 12'41A 15.675 9'-11 Pe 227 1 Z-41/2 16.425 PO(9'-1 1) 70'-3,/2 Pv BL 1.6820 30.92 4.46 120 0.029224 13'-0 Pf 0 380 227 12'-41/2 12.98 16.425 Flow(q)from Route 13 Pe 228 12'-4% 16.805 I3'-0 Pv BL 1.6820 49.12 7.09 120 0.068812 8'-3 Pf 1,249 228 12'4% 18-20 16.805 Flow(q)from Route 10 V-11 Pe 0397 229 18.452 2E(4'-111/2) 18'-2 Pv ALA,0 M.E-P-CAD.Inc. AutoSPRINK 2019 v1 5.1.23.0 10/21/2021 1:34:00PM Page 5 .. ...................