1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

Job Number:2106019 Report Description:Light Hazard(Zone 3.02)Length Pressure Pipe_Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 4ib-••••Route s 64............._._............._......_..._.1..:6820._............__.........._19 50----......-..._........_..2.82.._.-_...._.........120..........._......... . .... .. ..0.012458_.................. ............. 12'-2 Pf 0.152 3014 163 19.50 5.6 12.125 Sprinkler Pe 3015 16'-3 12.277 12'-2 Pv BL --..._..__....._1._fi8 ....._... ....... 39.12..__... -----....5.65 ......_....__._.-.120 0.045170....._.................... -- 12'-2 Pf 0.550 3015 T6'-3 19.62 5.6 12.277 Sprinkler Pe 3016 16'3 12.826 112'-2:Pv B_.L_....__......................._...........-.1_6826......---............5918........- - - _8.54 - -- ..._.._120..._.._..._.__........_.........._0.097-133_......_.._................... - --' 0'»11'/z Pf 1.055 3016 16'-320.06 5.6 12.826 Sprinkler, 9'-11 Pe 318 16'-3 13,882 PO(9'-11) 10'-10/2.Pv CM..._...._..__... 2,6359......_._._.._.._..._79_82 ---............._4,70..... --- -...120._._._. 0.0AW............................-----._..... - -: 12'-4jPf 0.234 318 16'-3 20.&4 13.882 _ Flow(q)from Route 3 Pe 327 163 14.116 12'-4:Pv C..._M......._ ........-----.. ................._..._2_6350....----......_..160,32_.._..... --9.:43_..-- ........._120 -........._......._...._........0.068970__,. _.._- 12'-4'Pf 0.851 327 18'-3 59.68+20.82 14.116 Flow(q)from Route 2 and 4 Pe 328 16'-3 14,966 1Z-4:Pv CM ... ........... .. .._._2_6350............_...._._......_224.12 - ---13,19._....... ---120_............................ .._......---0.1_28f.87..._......-......_........_......_.....-- -- .-. 4'-7'/z'Pf 1.977 328 16-3 42.37+21.44 14.966 Flow(q)from Route 5 and 6 10'-9%2 Pe 329 16'-3 16.944 fT(10'-9'/z) 16-5 Pv CM..................._..--..............._._2,635Q_.........-. --121.78-- -......._........7.16 _.......................1.2�.....................-----...............0.041472._......._._........_..----......_.....- ._...._.__. 32'-8 Pf 2.038 329 16'-3 16.944 T 6'-5%2 I Pe 312 16'-3 18.981 PO(16'-5%2) 49'-1'%`.Pv g4_.............._....._...... ....-- 1_6820.--......_.._......_......121.78 -.._17_58_........_........._.._120 ..... ..................._....... ..._0.369130._..... __ 4'-7'/: Pf 1.707 312 16'3 18.981 Pe 313 16'-3 20.689 4'-7Y2 iPv BL ................._......._............1._6...820 -- ........._......49.63 7.17._..._..........._._.........12.._ .. ...... 0.....................--._...... .0_070i55........ ----.....,....._......a 87'-4 Pf 7,862 313 19-3 20.689 PO(9'-11) j 24'-9 Pe 0.253 314 15'-8 28.803 E(4'-11'/:),PO(9'-11) 112'-1 Pv 1wM....... ......._........_.........._2,6350. ...............__121.78.. -..._.... ..16 --- 120 . .._..... -8%......... - __.: ................ _ 32Pf 0,568 314 151-8 72.14 28,803 Flow(q)from Route 8 Pe 306 151-8 29.372 13'-8Yz,Pv _CM.. ._............ ... .._2.6350....................._......_.144 63..........._._.----8_5)..............__.......... 1.20.... . ...._..._..._......._. 0.057006 11'-6 Pf 1.887 306 151-8 22.85 29.372 Flow(q)from Route 9 21'-7 Pe 307 15'8 31.259 2fT(10'-9'h) 33'-1%Pv DY...... ._........._..__................2_6350......................._224.12....-......._....._._.._13..19........_....__120..... 0.12..8187 0'-0 Pf 0.000 307 15'-8 79.49 31.259 Flow(q)from Route 7 Pe 308 15'-8 31.259 0'-0:Pv C _. .. .. _. ..... ...... .4.2600 .._............ ......224..12......................._.__._044_.._.. 120 0_012354. ........................... ... ................ 16'-10 Pf 0.845 308 15'-B 31.259 51'-61/. Pe 5.181 S4 3'-8'/2 37.284 fE(6'-9'/z),f(-0.000),CV(28'-11'/z 68'-4%z:Pv ),BV(15'-9'A) ST.. .. 4,2000 224..12. . _._... - 5.04..._...... ........120.. ... 0.012354 82'-6'Pf 2.014 S4 T-816 37.284 80'-6'/z Pe 13.683 S2 -2T-10 52,982 4fE(8'-11%2),CV(28'-11'/z),BV(1 163'-0'% Pv 5-91/2) .UG 6.2800 22412 .....2.32.. 14.0. ........... 0,001403 111'-0/z Pf 4.840 S2 27'-10 52,982 81'-11'/2 Pe 0.843 S1 -29'-9/2 58.665 LtE(14'-2),EE(11'-0'/z),PIV(4'-8 193'-0 Pv ''/2),BFP(-4.569),GV(4'-81/z),S, T(47'-3'/z) 100.00 Hose Allowance At Source 51 324.12 o---••Route2..... BL 1.6820 19.67 2.84 120 0.012654 12'-2 Pf 0.154 3017 16-3 19.67 5.6 12.332 Sprinkler Pe 3018 16-3 12.486 12'-2 Pv BL 1.6820 39.45 5.70 120 0.045881 12'-2 Pf 0.558 3018 16'-3 19,79 5.6 12.486 Sprinkler Pe 3019 16-3 13.044 12'-2 Pv BL 1.6820 59.68 8,62 120 0.098660 0'-11/ Pf 1 072 3019 16-3 20.23 5.6 13.044 Sprinkler, 9'-11 Pe 327 16'-3 14.116 PO(9'-11) 10'-10/z Pv ■+.....Route 3••••• BL 1.6820 20.64 2.98 120 0.013843 11'-21/2 Pf 0.292 3320 16-3 20.64 5.6 13.590 Sprinkler. 9'-11 Pe 318 15'-3 13.882 PO(9'-11) 21'-1 Pv Lit ....Route 4•.... 0 M.E P.CAD. Inc ?; AutoSPRINK 2019 v15.1.23.0 10/25/2021 7:29:23AM Page 4