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. 7235 6 iBon :+ ,au,p207.9 -or 50 7 'IN ,� rr Job Number: 1 �� Re p o rt Description: Rack Storage Job ' . Job Numbs Design evince, • 1 Steve Jones Job Name Phone FAX Horizon Restorations (503)657 -5155 (503)657 -5182 Address I State CerbfkalloMkene Number 7325 SW Bonita Road RECEIV ,mans,: au City of Tigard City State ZIp Code Job Ste � / Portland OR I 972 i N 3 1 System' roZYOfY�G u De city Area of Application `'`t� . ! Y V eSI 0.220gpm /ft 2000.00ft (Actual 2095.00ft2) aV[(L1.t 11� Most Demana:ng Sprinkler Data Nom Streams 8 K- Factor 27.50 at 11.816 500.00 Coverage Per SP ds Numbs Of Sprinklers Calculated 125.00ft 17 System Pressure Demand System Flow Demand 100.267 493.22 Total Damend Pressure Result 993.22 © 100.267 +18.598 (15.6 %) Stip111es Check Point Gauges Node Flow(gpm) Hose Flow(oom) Static(osil Residual(psi) Identifier Pressure(psi) K- Factor(K) Flow(aom) 1 6190.00 500.00 119.000 115.000 BOR 0.000 0 0.00 • Hbtikeri Rotabtatioh ± 0.27 hi =itf:cad - Supply at Node 1 (8190.00, 500.00, 119.000, 115.000) 150 - - 135 I 120 static Pressure 119.000 6190.00 @ 115.00 + i 105 93.22 with hose streams I a a 493.22 @ 100.267 g 8 . 90 E L 75 N i affillOWAi1 . r s o- 60 " ,7 " '' =System demand curve 0.7-i iiYiUQ + 45 5 i 30 - I h. h, ^_ ra h. h. h. ,y 15 - 0 qinigCilliM 1 1 1 1 1 1 1 1 1 111111111 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 gm 600 3250 3900 4550 5200 5850 6500 Water flow, gpm g, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 10/30/2007 10:43:26AM Page 1 INS V Job Number: 1 ° 1, J fi A tr, . Report Description: Rack Storage Job Job Number . Design Dyne*, 1 Steve Jones State Certification /License Number Job Name Horizon Restorations Address I AN 7325 SW Bonita Road City of Tigard Address 2 Job Site City State Zip Code Drawing Name Portland OR 97224 Horizon Restoration_0.22gpm- sf.cad SystSM Remote Area(s) Most Demanding Sprinkler Data Occupancy 8 K- Factor 27.50 at 11.816 Spec. Warehouse Hose Albwerce At Source Density Area of Application 500.00 0.220gpm /ft 2000.00ft (Actual 2095.00ft Additional Hose Supplies Numbs Of SRInklets Calculated Coverage Per Sprirdder Node Flow(aom) 17 125.00ft2 AutoPeak Results Pressure For Remote Area(e) Adjacent To Most Remote Area Total Hose Streams 500.00 System Flow Demand Total Water Rewired (Including Nose AaowenCO) 493.22 993.22 Maximum Pressure Unbalance In Imps - 0.000 . Maximum Velocity Above Orourd • 29.02 between nodes 10 and 15 Maximum Velocity Under Ground • 11.31 between nodes 1 and 6 Volume capacity of wet Pipes Volume capacity of Dry Pipes 980.21 gal SiIpom Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (qpm) (psi) (psi) (qpm) (psi) (qpm) (psi) (psi) 1 500.00 119.000 115.000 I 6190.00 118.864 I 993.22 100.267 18.598 Contractor Contractor Number Contact Name Contact Tile 1 Steve Jones Project Manager Contractor Name Phone Extension Western States Fire Protection Co. (503) 657 -5155 Address t FAX 13896 Fir Street (503) 657 -5182 Address 2 E-mail Suite B Steve.Jones @wsfp.us City Slate La Code Web-Site Oregon•City OR 97045 i&,© M.E.P.CAD, Inc. El AutoSPRINKO VR5 v5.2.6 10/30/2007 10:43:28AM Page 2 1111 , ""` .. - 4- .� �...•. ��:�.. ,- .. .: 1 Job Number: 1 - �� LL-� �- Report Description: Rack Storage Actual Flow Minimum Flow K- Factor Pressure • . - Device (gpm) ' (9pm) (K) (psi) Sprinkler 300 30.05 27.50 8 14.109 Sprinkler 301 28.84 27.50 8 12.999 Sprinkler 302 28.51 27.50 8 12.701 Spinkl•r -- • ` • • 303 • 28.51 - V ' - 27.50 • V V -- 8 - - 12:701 • - - -- -• - - - Sprinkler 304 28.87 27.50 8 13.026 Sprinkler 305 30.13 27.50 8 14.186 Sprinkler 318 29.16 27.50 8 13.286 _ Sprinkler 319 27.89 27.50 8 12.150 Sprinkler 320 27.50 27.50 8 11.819 c Sprinkler 321 27.50 27.50 8 11.816 Sprinkler 322 27.79 27.50 8 12.070 Sprinkler 323 28.91 27.50 8 13.060 . Sprinkler 337 30.56 27.50 8 14.589 Sprinkler 338 29.68 27.50 8 13.761 Sprinkler 339 29.52 27.50 8 13.618 Sprinkler 340 29.58 27.50 8 13.670 _ Sprinkler 341 30.21 27.50 8 14.263 cJ Most Demanding Sprinkler Data • a • 6, © M.E.P.CAD, Inc. is AutoSPRINK® VR5 v5.2.6 10/30/2007 10:43:28AM Page 3 1110:0,40,FAAVA : ... _ _.e.._ ..: _ Job Number: 1 . I . .._ .._:_ Report Description: Rack Storage Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) • 6 0' -6 86.555 10 18' -8 fE(5' -10 %) 72.497 15 18' -8 PO(8' -0) 55.744 16 20' -6 PO(8' -0) 52.818 _ _31- ....__. __ _.18' -8 .PO(8' -0) 34.749 __ 32 20' -6 PO(8' -0) 36.086 35 18' -8 PO(8' -0) 50.297 36 20' -6 PO(8' -0) 47.887 ' 51 18' -8 PO(8' -0) 34.390 52 20' -6 PO(8' -0) 35.210 55 .18' -8 PO(8' -0) 45.970 56 20' -6 PO(8' -0) 43.884 71 18' -8 P0(8 -0) 33.256 72 20' -6 ,P0(8'-0) 33.752 75 18' -8 PO(8' -0) 42.535 76 :20' -6 P0(8 -0) 40.581 91 18' -8 PO(8' -0) 31.115 92 20' -6 PO(8' -0) 31.479 95' 18' -8 PO(8' -0) 39.854 96 20' -6 PO(8 -0) 37.832 111 18' -8 P0(8 -0) 27.763 112 20' -6 P0(8' -0) 28.195 115. 18' -8 P0(8' -0) 37.860 116 20' -6 P0(8' -0) 32.716 131 18' -8. P0(8 -0) 22.905 132 20' -6 • P0(8' -0) 17.628 135 18' -8 P0(8 -0) 36.946 136 20' -6 P0(8' -0) 31.820 151 18' -8 PO(F-0) ' 20.814 152 20' -6 P0(8' -0) . 16.083 155 18' -8 P0(8 -0) 36.713 • 156 20' -6 P0(8' -0) 32.266 171 18' -8 P0(8 -0) 20.313 172 20' -6 P0(8 -0) ' 16.546 183 -1' -0 E(4' -0) 0.000 185 -1' -0 E(4' -0) 0.000 187 -1'-0 E(4' -0) 0.000 189 -1' -0 E(4' -0) 0.000 191 -1' -0 E(4' -0) 0.000 • 193 -1' -0 E(4' -0) 0.000 195 -1' -0 E(4' -0) 0.000 197 -1' -0 E(4' -0) 0.000 1 -3' -6 2S, T(33' -5' /z) 100.267 493.22 300 20'-6. Spr(-14.109) 14.109 30.05 ' 301 20' -6 Spr(- 12.999) 12.999 28.84 302 20' -6 Spr(- 12.701) 12.701 28.51 303 20' -6 Spr(- 12.701) 12.701 28.51 304 20' -6 Spr(- 13.026) 13.026 28.87 305 20'-6 Spr(- 14.186) 14.186 30.13 318 20' -6 Spr(- 13.286) 13.286. 29.16 319 20' -6 Spr(- 12.150) 12.150 27.89 320 20' -6 Spr(- 11.819) 11.819 27.50 321 20' -6 Spr(- 11.816) 11.818 27.50 322 20' -6 Spr(- 12.070) 12.070 27.79 323 20' -6 Spr(- 13.060) 13.060 28.91 337 20' -6 Spr(- 14.589) 14.589 30.56 338 20' -6 Spr(- 13.761) 13.761 29.68 339 20'-6 Spr(- 13.618) 13.618 29.52 340 20'-6 Spr(- 13.670) 13.670 29.58 341 20' -6 Spr(- 14.263) 14.263 30.21 • • a • (V , ©M.E.P.CAD, Inc. RH AutoSPRINK® VR5 v5.2.6 10/30/2007 10:43:29AM Page 4 111 0 :01411rAt..;,„.„„„„:'.,:„...,,,,L,...._;11 Job Number: 1 Report Description: Rack Storage Pipe. Type Diameter Flow Velocity HWC Friction Loss Length Pressure • Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length w Route 1 CM 1.6100 0=2.01 • 0.32 C =120 0.000229 10' -0 Pf 0.002 321 - 20' -6 - q =27.50 K=8_ - 11.816 Spr(- 11.816) - _ _ _ Pe _ . 320 20' -6 11.819 10' -0 Pv CM 1.6100 0 =29.51 4.65 C =120 0.033174 10' -0 Pf 0.332 320 20' -6 q =27.50 K =8 11.819 Spr(- 11.819) Pe 319 20' -6 12.150. 10' -0 Pv CM 1.6100 Q =57.39 9.04 C =120 0.113583 10' -0 Pf 1.136 319 20' -6 q =27.89 K =8 12.150 Spr(- 12.150) Pe 318 20' -6 ' 13.286 10' -0 Pv CM 1.6100 0 =86.55 13.64 C =120 0.242881 76' -3% Pf 18.533 318 20' -6 q =29.16 K =8 13.286 Spr(- 13.286) Pe 136 20' -6 31.820 76' -3% Pv RN 1.6100 0 =86.55 13.64 C =120 0.242881 1' -10 Pf 4.331 136 20' -6 31.820 P0(8' -0) 16' -0 Pe 0.795 135 18•-8 36.946 P0(8' -0) 17' -10 Pv FM 2.6350 0= 165.49 9.74 C =120 0.073144 12' -6 Pf 0.914 135 18' -8 36.946 Pe 115 18' -8 37.860 12' -6 Pv FM 2.6350 0= 252.23 14.84 C =120 0.159506 12' -6 Pf 1.994 115 18' -8 37.860 Pe 95 18' -8 39.854 12' -6 Pv FM- 2.6350 0= 296.01 17.42 C =120 0.214472 12' -6 Pf 2.681 95. 18' -8 39.854 Pe 75 18' -8 • 42.535 12' -6 Pv FM 2.6350 0= 338.46 19.91 C =120 0.274815 12' -6 Pf 3.435 75 18' -8 42.535 Pe 55 18'-8 • 45.970 12' -6 Pv FM - 2.6350 0= 383.45 22.56 C =120 0.346181 12' -6 Pf 4.327 55 18' -8 . 45.970 Pe 35 18' -8 50.297 12' -6 Pv FM 2.6350 0= 434.22 25.55 C =120 0.435734 12' -6 Pf 5.447 35 18' -8 50.297 Pe 15 18' -8 55.744 12' -6 Pv FM 2.6350 0= 493.22 29.02 C =120 0.551536 18' -6% Pf 16.753 • 15 18' -8 55.744 11' -9' Pe 10 18'-8 72.497 2fE(5' -10') 30' -4%2 Pv FR 3.2600 0= 493.22 18.96 C =120 0.195617 18' -2 Pf 6.183 10 18'-8 72.497 13' -5'% Pe 7.876 6 0' -6 86.555 f(- 0.000), BV(13' -5%) 31' -7'% Pv UG 4.2200 0= 493.22 11.31 C =140 0.041846 96' -7'/ Pf 11.977 6 0' -6 86.555 86'-11% Pe 1.734 1 -3' -6 100.267 2LtE(10' -01/2), 2T(33' -5%2), 183' -7 '/2 Pv BFP(- 4.294), S 4 Route 2 CM 1.6100 0=25.49 4.02 C =120 0.025313 10'-0 Pf 0.253 321 20' -6 q =27.50 K =8 11.816 Spr(- 11.816) Pe 322 20' -6 12.070 10' -0 Pv CM 1.6100 0=53.29 8.40 C =120 0.099009 10' -0 Pf 0.990 322 20' -6 q =27.79 - .K =8 12.070 Spr(- 12.070) Pe 323 20' -6 13.060 10' -0 Pv CM 1.6100 0 =82.20 12.95 C =120 0.220753 13' -8% Pf 3.023 323 20' -6 - q =28.91 K =8 13.060 Spr(- 13.060) Pe 152 . 20' -6 16.083 13' -8' %, Pv RN ' ' 1.6100 0=82.20 12.95 C =120 0.220753 1' -10 Pf 3.937 152 20' -6 16.083 P0(8' -0) 16' -0 Pe 0.795 151 18' -8 20.814 PO(V-0) 17' -10 Pv FM 2.1570 0= 152.81 13.42 C =120 0.167298 12' -6 Pf 2.091 151 18' -8 20.814 Pe 131 18' -8 22.905 12' -6 Pv • ' FM 2.1570 0= 240.99 21.16 C =120 0.388592 12' -6 Pf 4.857 131 18' -8 22.905 Pe • • 111 18' -8 27.763 17-6 Pv RN 1.6100 _ 0 =43.78 6.90 C =120 0.068829 1' -10 Pf 1.227 111 18' -8 27.763 PO(8' -0) 16' -0 Pe -0.795 112 20' -6 28.195 PO(8' -0) 17' -10 Pv CM 1.6100 0 =43.78 6.90 C =120 0.068829 140'-0 Pf 9.636 112 20' -6 28.195 Pe 96 20' -6 37.832 140' -0 Pv RN 1.6100 0 =43.78 6.90 C =120 0.068829 1' -10 Pf 1.227 96 ' 20' -6 37.832 P0(8' -0) 16-0 Pe 0.795 ' 95 18' -8 39.854 POW-0) 17' -10 Pv w Route 3 (lb, © M.E.P.CAD; Inc. RR AutoSPRINK® VR5 v5.2.6 10/30/2007 10:43:30AM Page 5 ., • • • • B p® tco ,r',a lt`c�A` lysis Job Number: 1 p81� Y . - Y ` .r.�_s �.�: _ L••L.. +• + R Descri Rack Storage Pipe Type Diameter Flow Velocity IIWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 1.6100 0=27.85 4.39 C =120 0.029806 10' -0 Pf 0.298 • 302 20' -6 q =28.51 K =8 12.701 Spr(- 12.701) Pe • 301 -- • 20' -6 ...... ...- .. = .... _ . 12.999 10' -0 Pv CM 1.6100 0=56.69 8.93 C =120 0.111025 10' -0 Pf 1.110 301 20' -6 q =28.84 K =8 12.999 Spr(- 12.999) Pe 300 20' -6 14.109 10' -0 Pv CM 1.6100 0=86.74 13.67 C =120 0.243853 76' -3% Pf 18.607 300 20' -6 q =30.05 K =8 14.109 Spr(- 14.109) Pe 116 20' -6 32.716 76' -3% Pv • RN 1.6100 • 0=86.74 13.67 C =120 0.243853 1' -10 Pf 4.349 116 20' -6 32.716 P0(8' -0) 16' -0 Pe 0.795 115 18' -8 37.860 P0(8' -0) 17' -10 Pv GO Route 4 CM 1.6100 0=0.66 0.10 C =120 0.000029 10' -0 Pf 0.000 302 20' -6 q =28.51 K =8 12.701 Spr(- 12.701) Pe 303 20'-6 12.701 10' -0 Pv CM 1.6100 0=29.17 . 4.60 C =120. 0.032480 10' -0 Pf 0.325 303 20' -6 q =28.51 K =8 12.701 Spr(- 12.701) Pe 304 20' -6 13.026 10' -0 Pv CM 1.6100 0=58.05 9.15 C =120 0.115980 10' -0 Pf 1.160 304 20' -6' q =28.87 K =8 13.026 Spr(- 13.026) Pe 305 20' -6 14.186 10' -0 Pv CM 1.6100 0 =88.18 . 13.90 • C =120 ' .0.251370 13' -8% Pf 3.442 305 20' -6 q =30.13 . K =8 14.186 Spr(- 14.186) Pe 132 20' -6 17.628 13' -834 Pv RN 1.6100 0=88.18 13.90 C =120 0.251370 1' -10 Pf 4.483 132 20'-6 17.628 PO(8' -0) ' • 16' -0 Pe 0.795 , 131 18' -8 22.905 . PO(8' -0) 17' -10 Pv . G• Route 5 . CM 1.6100 0=18.70 2.95 . C =120 0.014269 10' -0 Pf 0.143 339 • 20' -6 q =29.52 . • K =8. ' 13.618 Spr(- 13.618) Pe ' 338 20' -6 - 13.761 10' -0 Pv CM 1.6100 0 =48.38 7.62 C =120 0.082798 10' -0 Pf 0.828 338 20' -6 q =29.68 K =8 13.761 Spr(- 13.761) Pe 337 20' -6 14.589 10' -0 Pv - CM 1.6100 0 =78.94 12.44 C =120 0.204815 86' -3% Pf 17.677 337 20' -6 q =30.56 K =8 14.589 Spr(- 14.589) Pe 156 20' -6 32.266 86' -3% Pv • RN 1.6100 0=78.94 12.44 C =120 0.204815 1' -10 Pf 3.653 156 20'-6 32.266 P0(8' -0) 16' -0 Pe 0.795 i 155 18' -8 • 36.713 P0(8' -0) 1T-10 Pv i FM 2.6350 Q =78.94 4.64 C =120 0.018595 12' -6 Pf 0.232 155 18' -8 36.713 Pe • 135 18'-8 36.946 - 12' -6 Pv a Route 6 • CM 1.6100 Q =10.82 1.71 ' C =120 0.005185 10' -0 Pf 0.052 339 20' -6 q =29.52 K =8 13.618 Spr(- 13.618) Pe 340 20' -6 13.670 10' -0 Pv CM 1.6100 Q =40.40 6.37 C =120 0.059320 10' -0 Pf 0.593 340 20' -6 q =29.58 K =8 13.670 Spr(- 13.670) Pe • 341 20' -6 14.263 10 -0 Pv CM 1.6100 • . 0 =70.61 ' 11.13 C =120 0.166666 13'-8% Pf ' 2.282 341 20' -6 q =30.21 K =8 14.263 Spr(- 14.263) . Pe . .172 20' -6 16.546 13' -8' %, Pv RN 1.6100 0 =70.61 11.13 C =120 0.166666 1' -10 Pf 2.972 172 20'-6 16.546 P0(8' 0) 16' -0 Pe 0.795 171 18' -8 . 20.313 P0(8' -0) 17' -10 Pv l FM 2.1570 0=70.61 6.20 C =120 0.040109 12' -6 Pf' 0.501 ' 171 18' -8 20.313 • Pe 151 18'-8 20.814 12' -6 Pv • G+ Route 7 . RN 1.6100 0=50.78 ' 8.00 C =120 0.090554 1' -10 Pf 1.615 51 18' -8 34.390 PO(8' -0) 16' -0 Pe -0.795 52 20' -6 35.210 PO(8V-0) 17' -10 Pv CM 1.6100 Q =50.78 8.00 C =120 0.090554 140'-0 Pf 12.678 : 52 20' -6 35.210 Pe 36 20'-6 47.887 140' -0 Pv � RN 1.6100 Q =50.78 8.00 C =120 0.090554 1' -10 Pf 1.615 36 20'-6 47.887 PO(8' -0) 16'-0 Pe 0.795 35 18' -8 50.297 P0(8' -0) 1T-10 Pv •ge Route 8 • ,, © M.E.P.CAD, Inc. al AutoSPRINK ®VR5 v5.2.6 10/30/2007 10:43:30AM Page 6 1111,9911-.l _ , 1 Job Number: 1 �' i --• -- -` Report Description: Rack Storage .Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure • Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length FM 2.1570 0 =58.99 5.18 C =120 0.028761 12' -6 Pf 0.360 • 51 18' -8 34.390 Pe .31 - -- -- • 18' -8 -- - - - • - -. --___. . - _ --- 34.749.. _ .. -. _ 12'-6 Pv _ RN 1.6100 Q =58.99 9.30 C =120 0.119514 1' -10 Pf 2.131 31 18' -8 34.749 PO(8' -0) 16' -0 Pe -0.795 " 32 20' -6 36.086 , PO(8' -0) 17' -10 Pv CM 1.6100 0=58.99 9.30 6=120 0.119514 140' -0 Pf 16.732 32 20' -6 36.086 Pe 16 20' -6 52.818 140' -0 Pv RN 1.6100 0=58.99 9.30 C =120 0.119514 1' -10 Pf 2.131 16 20' -6 52.818 P0(8' -0) 16' -0 Pe 0.795 15 18' -8 55.744 P0(8' -0) 17' -10 Pv =• Route 9••• -•• RN 1.6100 0=42.45 6.69 C =120 0.065008 1' -10 Pf 1.159 91 18' -8 31.115 P0(8' -0) 16'-0 Pe -0.795 92 20' -6 31.479 P0(8' -0) 17' -10 Pv CM 1.6100 0=42.45 6.69 C =120 0.065008 140'-0 Pf 9.101 92 20' -6 31.479 Pe • 76 20' -6 40.581 140'-0 Pv RN 1.6100 Q =42.45 6.69 C =120 0.065008 1' -10 Pf. 1.159 76 20' -6 40.581 P0(8' -0) 16' -0 Pe 0.795 75 18' -8 42.535 P0(8' -0) 17' -10 Pv Route 10. FM 2.1570 .0= 154.76 13.59 C =120 0.171263 12' -6 Pf 2.141 • , 91 18' -8 31.115 Pe . 71 . 18' -8 • 33.256 -. 12' -6 Pv RN 1.6100 - 0 =44.99 7.09 C =120 0.072377 1' -10 Pf 1.291 71 18'-8 . 33.256 PO(W-0) • 16' -0 Pe -0.795 72 20' -6 33.752 P0(8' -0) 17' -10 Pv • CM 1.6100 . 0=44.99 7.09 C =120 0.072377 140' -0 Pf 10.133 72 . 20' -6 33.752 Pe - . -_ . 56 . - 20'-6 ..- 43.884 140' -0 Pv RN 1.6100 0=44.99 7.09 _ 6=120 0.072377 1' -10 Pf 1.291 56 20' -6 43.884 PO(8' -0) 16' -0 Pe 0.795 55 18'-8 45.970 PO(8' -0) 17' -10 Pv - a Route 11 FM 2.1570 0= 197.21 17.31 6=120 0.268171 12' -6 Pf 3.352 111 18'-8 27.763 Pe 91 18'-8 31.115 12' -6 Pv . 6+ R oute 12 FM 2.1570 0= 109.77 9.64 C =120 0.090723 • . • 12'-6 Pf 1.134 71 18' -8 33.256 Pe 51 18'-8 . • 34.390 12' -6 Pv E ulvale t. III eLitig is;gf,Valvesfan"d lttings0a1. t),only . 11 C. Value;MyltlplleF „'•.;-1 Act Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 • & © M.E.P.CAD, Inc. Ka AutoSPRINK ®VR5 v5.2.6 10/30/2007 10:43:30AM Page 7 • �I ' R ' n _ . a Job Number: 1 w Report Description: Rack Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure ' Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length fsl(ie•Type LegSrid � Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig P f Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe P Pressure due to elevation difference between indicated points E 90° Elbow UG Underground EE 450 Elbow Pv Velocity pressure at a point in a pipe Eel 11%* Elbow Eel 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [l6, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 10/30/2007 10:43:30AM Page 8 �' GiB'�fi+.�, _ -- Job Number: 1 Report Description: Rack Storage Supply at Node 1 150 135 120 tatic Pressure 119.000 6190.00 ©115,01.4 105 .993.22 with hose streams 1493.22 @ 100.267 90 • . . 0. • J75 • 60 ystem demand curve 45 30 - 15 • 0 H1111111111 111111111 111111111.111111111 I t 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1950 • 2600 3250 3900 4550 5200 5850 6500 . Water flow, gpm Hydraulic Graph Supply at Node 1 Made Pressure • 119.000 Residual Preawro 6190.00 @ 115.000 • Available PraasuraTima of Teat 118.864 @' 993.22 System Demand 493.22 © 100.267 System Demand (Including Hop. ASowance) 993.22 © 100.267 (Al, 0 M.E.P.CAD, Inc. RR AutoSPRINK® VR5 v5.2.6 10/30/2007 10:43:30AM Page 9 • 8��� �`'...,., � ti;�w - v�;•.:� �rh,►�.�. , - -- Job Number: 1 Report titAi is am: tAjO 1f i*L. _ ..; Description: Rack Storage UP U Dn Up Dn ) 1. P Up Dn V Up Dn V Up >/ / 2 /JDn y • 7 j5(� 07 %� Up 5c47/(// V Up r / / /// j � V • . Up / %� /� /Up `8) r • • • L,© M.E.P.CAD, Inc. ° AutoSPRINK® VR5 v5.2.6 10/30/2007 10:43:31AM Page 10 . 10/29/2007 12:59 5036848482 PAGE 01 City of Tigard . 13125 5W Hall Blvd Tigard, OR 97223 Phone: 503 - 639 -4177 FAX TRANsmirr 'AL T I G A R D Date: October 29, 2007 Number of pages including cover sheet 4 To: Steve Jones From: Ken Fished Co: Co: City of Tigard Fax: 503 - 657_5182 Fax: 503_680482 Phone: 503-718-602 SUBJECT: Fire Flow Info for 7325 SSW Bonita Rd• • . . . 10/29/2007 12:59 5036848482 PAGE 02 . 11111 - 0 ..4 ...• 0 . -- 77.4.!*.Pyfilir F-1111111111W•liii.W. li i; ii fr I. IP 11) 11 11 " II Li1 i 40 ,00 • 1111 < H , 1. - • • • . . . . . . . ,. i .,0 • l‘k v . . -------k4 . • C\1 _ • r U .... . .. . . . . . _. . . 0 . > 0 c.. ..., ..s. A e r 1 . 4:,. • 10/29/2007 12:59 5036848482 PAGE .03 • . 09/21/2006 10:41 FAX 5032892208 Flre Systems west. Inc. Z002/003 n • FLOW TEST SUMMARY REPORT pagel DATE: - gt23 -06 LOCATION:14865 s.w. 74th ave TAME: 9:00 AM - -- - - - Tigard: Oregon.. • • — . 1 Flowing Hydrant Number: 2 ' Static Hydrant Number: 0 Elevation: 10 Elevation: Diet. Between Hydrants: 300 Diameter of Main: 10 Outlet Diameter: 5.00 in Number flowing: 1 Coeff.: 0.90 Static presdure: 119.00 poi Residual pressure: 115.00 psi Pitot Reading: 85.00 psi Flow: 6190.0 gpm Flow at 20 psi: 35068.6 gpm GRAPH: PSI 150 + • 135 + I/ /Test Plow- 6190.0 gpm- 115.00 psi 120 S \R. 105 + . I 90 + 75 + 60 + 45 + - 30 + I Avail. Flow @ 20 psi = 35068.6 gpm . 1,5 + + + + 710010650 14200 17750 21300 24850 28400 31950 35500 FLOW (GPM) NOTES: (1) Flowing hydrant is assumed to be on a circulating main or downstream of the pressure test hydrant on a dead -end system. (2) Flow analysis assumes a gravity flow system with no distribution pumps and having no demand, other than the test flow. (3) Distance.between hydrants, elevations & main diameter are for information only. .