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Specifications C\— X00 CSV3 cM-VOLC\-\ :::::::: COSCO Fire Protection lire Pt( ,tion and f ' friti' ,Specialists Fire Protection Hydraulic Calculations TIGARD SELF STORAGE 7600 SW Atlanta Street Tigard, OR 97223 COSCO Fire Protection Inc. Job # 24PCO242 2501 SE Columbia Way, Suite 100 Vancouver,WA 98661 Phone:360-883-6383 Fax: 360-883-6390 Toll Free:800-983-6383 Hydraulic Summary Job Number:24PCO242 - Report Description:Ordinary Group II(#1 ) Job Job Number Design Engineer 24PCO242 Megan Norman Job Name: State Certificatio01 cense Number TIGARD SELF STORAGE Address 1 AHJ 7600 SW ATLANTA STREET Address 2 Job Slta5uildin9 TIGARD,OR Address 3 Drawing Name Tigard Self Storage-Level 1.cad System Remote Area(s) Most Demanding Spnnkler Data Occupancy Job Suffix 5.6 K-Factor 24.00 at 18.367 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1950ft2(Actual 2025ft2) Addbionat Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(oam) 21 120ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 573.78 823.78 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 27.22 between nodes 16 and 17 Maximum Velocity Under Ground 6.32 between nodes 5 and 6 Volume capacity of Wet Pipes Volume rapacity of Dry Pipes 1976.51 gal 109.63gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) © (gpm) (psi) 1 Water Supply 250.00 93.000 81.000 2093.50 90.863 823.78 84.982 5.881 its moiima Contractor • Contractor Number Contact Name Contact Title 24PCO242 Megan Norman,EIT Name of Contractor. Phone Extension Cosco Fire Protection 360-883-6383 Address I FAX 2501 SE Columbia Way#100 _ Address2 E-mail ...— Vancouver,WA 98661 mnorman@coscofire.com Address 3 Web-Site www.coscofire.com /){ ©M.E.P.CAD,Inc. is AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:15:53PM Page 1 1 1 Hydraulic Graph Job Number:24PCO242 Report Description:Ordinary Group II(#1 ) Water Supply at Node 1 100 Static Pressure 93.000 90 573.78IP 823.78 with hose streams 093.50 @ 81.000 80 70 60 50 y ystem demand curve co tU 40 30 20 10 0 111111iuiuIII III I I I I I III 111111111 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 93.000 Residual:Pressure Test Conducted By Teat Witnessed By 81.000 @ 2093.50 Tualatin Valley Water District Ben and Julius Availaae Pressure at Time of Test Dates Ted T of Test 90.863 @ 823.78 8-14-18 9:34 AM System Demand - Hydrant Numbers Location 84.982 @ 573.78 1 S1 W36C26FH50 and 1 S1 W36C39FH9Ctlanta Street Sys,em Demand(Including Huae PJuea Ce at Source) 84.982 @ 823.78 �{,©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:15:55PM Page 2 ir Summary Of Outflowing Devices Job Number:24PCO242 Report Description:Ordinary Group II(#1) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) I (K) (psi) w Sprinkler 1000 _ 24.00 24.00 5.6 18.367 Sprinkler 1001 24.20 24.00 5.6 18.675 Sprinkler 1002 24.91 24.00 5.6 19.792 Sprinkler 1003 26.39 24.00 5.6 22.207 Sprinkler 1004 24.50 24.00 5.6 19.146 Sprinkler 1005 24.71 24.00 5.6 19.465 Sprinkler 1006 25.43 24.00 5.6 20.626 Sprinkler 1007 26.94 24.00 5.6 23.136 Sprinkler 1008 26.32 24.00 5.6 22.094 Sprinkler 1009 26.49 24.00 5.6 22.368 Sprinkler 1010 27.26 24.00 5.6 23.691 Sprinkler 1011 28.85 24.00 5.6 26.548 Sprinkler 1012 28.17 24.00 5.6 25.298 Sprinkler 1013 28.40 24.00 5.6 25.712 Sprinkler 1014 29.21 24.00 5.6 27.214 Sprinkler 1015 28.55 24.00 5.6 25.990 Sprinkler 1016 28.78 24.00 5.6 26.414 Sprinkler 1017 29.61 24.00 5.6 27.955 Sprinkler 1018 29.91 24.00 5.6 28.518 Sprinkler 1019 30.15 24.00 5.6 28.980 Sprinkler 1020 31.01 24.00 5.6 30.658 b Most Demanding Sprinkler Data iiiromiiimmo Naiiii.i. iiiiiiiimisiriaiummai r Ai- , k,©M.E.P.CAD,Inc. ,0 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:03PM Page 3 1- Node Analysis ` Job Number:24PCO242 dflll- Report Description:Ordinary Group II(#1 ) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -5'-0 S 84.982 573.78 1000 8'-11 Spr(-18.367) 18.367 24.00 1001 8'-11 Spr(-18.675) 18.675 24.20 1002 8'-11 Spr(-19.792) 19.792 24.91 1003 8'-11 Spr(-22.207) 22.207 26.39 1004 8'-11 Spr(-19.146) 19.146 24.50 1005 8'-11 Spr(-19.465) 19.465 24.71 1006 8'-11 Spr(-20.626) 20.626 25.43 1007 8'-11 Spr(-23.136) 23.136 26.94 1008 8'-11 Spr(-22.094) 22.094 26.32 1009 8'-11 Spr(-22.368) 22.368 26.49 1010 8'-11 Spr(-23.691) 23.691 27.26 1011 8'-11 Spr(-26.548) 26.548 28.85 1012 19'-5 Spr(-25.298) 25.298 28.17 1013 19'-5 Spr(-25.712) 25.712 28.40 1014 19'-5 Spr(-27.214) 27.214 29.21 1015 19'-5 Spr(-25.990) 25.990 28.55 1016 19'-5 Spr(-26.414) 26.414 , 28.78 1017 19'-5 Spr(-27.955) 27.955 29.61 1018 19'-5 Spr(-28.518) 28.518 29.91 1019 19'-5 Spr(-28.980) 28.980 30.15 1020 19'-5 Spr(-30.658) 30.658 31.01 2 -5'-0 T(53'-8) 84.875 3 -5'-0 BFP(-6.625) 84.237 4 -5'-0 E(22'-1) 77.566 5 -5'-0 T(20'-0) 77.362 6 -5-0 E(21'-7) 77.123 7 -5'-0 E(21'-7) 76.792 8 -5'-0 E(21'-7) 75.781 9 -5'-0 75.570 10 1'-0 72.776 11 2'-4 PO(26'-4) 71.977 12 2'-4 PO(16'-5%) 71.962 13 2'-4 P0(26'-4) 71.942 14 7'-7 fE(9'-4'/2) 65.391 15 8'-11 P0(11.-9) 49.166 16 8'-11 PO(8'-9%) 49.150 17 8'-11 P0(7'-0%) 30.538 18 8'-11 P0(7-01,4) 26.643 19 8'-11 PO(7'-0%) 25.583 20 19'-5 fE(4'-41/2) 39.213 21 19'-5 P0(7'-0'%) 33.536 22 19'-5 PO(7'-0'%) 30.596 23 19'-5 PO(7'-01/2) _-39:791 100 T-11'% fE(8'-3) 69.539 101 9'-31,4 P0(12.-31/2) 68.950 102 9'-31/2 P0(12.-3%) 68.950 104 9'-3% fE(6'-2) 68.950 105 9'-31/2 P0(5'-0) 68.950 106 9'-3% PO(V-0) 68.950 107 9'-31/2 P0(5'-0) 68.950 108 9'-3'% PO(V-0) 68.950 109 9'-3% P0(5'-0) 68.950 110 9'-3% PO(V-0) 68.950 111 9'-3% PO(V-0) 68.950 112 9'-3'% PO(V-0) 68.950 113 9'-3% P0(12'-3%) 68.950 114 9'-3% PO(5'-0) 68.950 115 9'-3% P0(5.-0) 68.950 116 9'-3% PO(5'-0) 68.950 117 9'-3% P0(12'-3%) 68.950 546 3'-9 BV(11'-3) 69.392 k,©M.E.P.CAD,Inc. + 1 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:04PM Page 4 1-4) Node Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#1 ) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) j 1100 9'-3% Spr 7.000 Sprinkler 1101 9'-3'/2 Spr 7.000 Sprinkler 1102 9'-3'/2 Spr 68.950 Sprinkler 1103 9'-3'% Spr 7.000 Sprinkler 1104 9'-3'% Spr 7.000 Sprinkler 1105 9'-31/2 Spr 68.950 Sprinkler 1106 9'-31/2 Spr 7.000 Sprinkler 1107 9'-3'/: Spr 7.000 Sprinkler 1108 9'-3'% Spr 68.950 Sprinkler 1109 9'-3'% Spr 7.000 Sprinkler 1110 9'-3% Spr 7.000 Sprinkler 1111 9'-31/2 Spr 68.950 Sprinkler 1112 9'-3'% Spr 7.000 Sprinkler 1113 9'-3'% Spr 7.000 Sprinkler 1114 9'-3'/: Spr 68.950 Sprinkler 1115 9'-3% Spr 7.000 Sprinkler 1166 9'-3'% P0(12'-3%) 68.950 Sprinkler h+ ©M.E.P.CAD,Inc. ,;}Y AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:04PM Page 5 iiia Hydraulic Analysis ` Job Number:24PCO242 Report Description:Ordinary Group II(#1) Pipe Type Diameter Flow Velocity __ HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length -+ Route 1 BL 1.6820 24.00 3.47 100 0.025630 12'-0 Pf 0.308 1000 8'-11 24.00 5.6 18.367 Sprinkler Pe 1001 8'-11 18.675 12'-0 Pv BL 1.6820 48.20 6.96 100 0.093112 12'-0 Pf 1.117 1001 8'-11 24.20 5.6 18.675 Sprinkler Pe 1002 8'-11 19.792 12'-0 Pv BL 1.6820 73.11 10.56 100 0.201263 12'-0 Pf 2.415 1002 8'-11 24.91 5.6 19.792 Sprinkler Pe 1003 8'-11 22.207 12'-0 Pv BL 1.6820 99.50 14.37 100 0.355932 2'-5 Pf 3.375 1003 8'-11 26.39 5.6 22.207 Sprinkler, 7'-0'% Pe 19 8'-11 25.583 PO(7'-0'/z) 9'-6 Pv BL 2.1570 99.50 8.74 100 0.105996 10'-0 Pf 1.060 19 8'-11 25.583 Pe 18 8'-11 26.643 10'-0 Pv BL 2.1570 201.08 17.65 100 0.389522 10'-0 Pf 3.895 18 8'-11 101.58 26.643 Flow(q)from Route 2 Pe 17 8'-11 30.538 10'-0 Pv BL 2.1570 310.00 27.22 100 0.867584 8'-3'% Pf 18.612 17 8'-11 108.92 30.538 Flow(q)from Route 3 13'-2 Pe 16 8'-11 49.150 fE(4'-4%),P0(8'-9'/z) 21'-5'/z Pv CM 4.2600 310.00 6.98 100 0.031545 0'-6 Pf 0.016 16 8'-11 49.150 Pe 15 8'-11 49.166 0'-6 Pv CM 4.2600 573.78 12.92 100 0.098534 93'-1 Pf 15.646 15 8'-11 263.77 49.166 Flow(q)from Route 4 65'-8'% Pe 0.578 14 7'-7 65.391 7fE(9'-4%) 158'-9'/z Pv CM 4.2600 573.78 12.92 100 0.098534 3'-0'% Pf 2.334 14 7'-7 65.391 20'-8 Pe 1.668 546 3'-9 69.392 DPV(9'-4%),BV(11-3) 23'-8 Pv FR 4.2600 573.78 12.92 120 0.070324 1-4% Pf 1.949 546 3'-9 69.392 26'4 Pe 0.600 13 2'-4 71.942 P0(26.-4) 27'-8%Pv CM 6.3570 573.78 5.80 120 0.010011 2'-1 Pf 0.021 13 2'-4 71.942 Pe -0.000 12 2'-4 71.962 2'-1 Pv CM 6.3570 573.78 5.80 120 0.010011 1'-6 Pf 0.015 12 2'-4 71.962 Pe -0.000 11 2'-4 71.977 1'-6 Pv CM 6.3570 573.78 5.80 120 0.010011 3'-8 Pf 0.213 11 2'-4 71.977 17'-7 Pe 0.587 10 1'-0 72.776 fE(17'-7) 21-3 Pv UG 6.3570 573.78 5.80 150 0.006625 12'-0 Pf 0.193 10 1-0 72.776 17'-1 Pe 2.601 9 -5'-0 75.570 LtE(17'-1) 29'-1 Pv UES 6.0900 573.78 6.32 _ 150 - 0 n08165 4'-3 Pf 0.211 9 -5'-0 75.570 21'-7 Pe -0.000 _ 8 -6-0 75.781 E(21'-7) 25'-10 Pv UG 6.0900 573.78 6.32 150 0.008165 102'-2% Pf 1.011 8 -5'-0 75.781 21-7 Pe 7 -5'-0 76.792 E(21'-7) 123'-9% Pv UG 6.0900 573.78 6.32 150 0.008165 _ 18'-11 Pf 0.331 7 -5'-0 76.792 2V-7 Pe 6 -5'-0 77.123 E(21'-7) 40'-6 Pv UG 6.0900 573.78 6.32 150 0.008165 29'4% Pf 0.240 6 -5'-0 77.123 Pe 5 -5'-0 77.362 29'4% Pv UG 6.2800 573.78 5.94 140 0.007987 3'-5 Pf 0.204 5 -5'-0 77.362 22'-1 Pe 4 -5'-0 77.566 E(22'-1) 25'-6 Pv UG 6.2800 573.78 5.94 140 0.007987 5'-9 Pf 6.671 4 -5'-0 77.566 Pe 3 -5'-0 84.237 BFP(-6.625) 5'-9 Pv UG 6.2800 573.78 5.94 150 0.007030 37-0% Pf 0.638 3 -5'-0 84.237 53'-8 Pe 2 -5'-0 84.875 T(53.-8) 90'-8'%Pv as,©M.E.P.CAD,Inc. 411AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:05PM Page 6 litHydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#1 ) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length UG 8.3300 573.78 3.38 140 0.002018 53'-4 Pf 0.108 2 -5'-0 84.875 Pe 1 -5'-0 84.982 Water Supply 53'-4 Pv 250.00 Hose Allowance At Source 1 823.78 iiill Route 2 BL 1.6820 24.50 3.54 100 0.026634 12'-0 Pf 0.320 1004 8'-11 24.50 5.6 19.146 Sprinkler Pe 1005 8'-11 19.465 12'-0 Pv BL 1.6820 49.21 7.11 100 0.096754 12'-0 Pf 1.161 1005 8'-11 24.71 5.6 19.465 Sprinkler Pe 1006 8'-11 20.626 12'-0 Pv BL 1.6820 74.64 10.78 100 0.209123 12'-0 Pf 2.509 1006 8'-11 25.43 5.6 20.626 Sprinkler Pe 1007 8'-11 23.136 12'-0 Pv BL 1.6820 101.58 14.67 100 0.369791 2'-5 Pf 3.507 1007 8'-11 26.94 5.6 23.136 Sprinkler, 7'-0'% Pe 18 8'-11 26.643 P0(7.-0'/2) 9'-6 Pv iallk Route 3 BL 1.6820 26.32 3.80 100 0.030407 9'-0 Pf 0.274 1008 8'-11 26.32 5.6 22.094 Sprinkler Pe 1009 8'-11 22.368 9'-0 Pv BL 1.6820 52.81 7.62 100 0.110245 12'-0 Pf 1.323 1009 8'-11 26.49 5.6 22.368 Sprinkler Pe 1010 8'-11 23.691 12'-0 Pv BL 1.6820 80.06 11.56 100 0.238086 12'-0 Pf 2.857 1010 8'-11 27.26 5.6 23.691 Sprinkler Pe 1011 8'-11 26.548 12'-0 Pv BL 1.6820 108.92 15.73 100 0.420733 2'-5 Pf 3.990 1011 8'-11 28.85 5.6 26.548 Sprinkler, 7'-0'/: Pe 17 8'-11 30.538 P0(7-0%) 9'-6 Pv we Route 4 BL 1.6820 28.17 4.07 100 0.034465 12'-0 Pf 0.414 1012 19'-5 28.17 5.6 25.298 Sprinkler Pe 1013 19'-5 25.712 12'-0 Pv BL 1.6820 56.56 8.17 100 0.125182 12'-0 Pf 1.502 1013 19'-5 28.40 5.6 25.712 Sprinkler Pe 1014 19'-5 27.214 12'-0 Pv BL 1.6820 85.78 12.39 100 0.270454 2'-5'% Pf 2.576 1014 19'-5 29.21 5.6 27.214 Sprinkler, 7'-0%z Pe 23 19'-5 29.791 PO(7-0+%) 9'-6'% Pv BL 2.1570 85.78 7.53 100 0.080541 10'-0 Pf 0.805 23 19'-5 29.791 Pe 22 19'-5 30.596 10'-0 Pv BL 2.1570 172.71 15.16 100 0.294000 10'-0 Pf 2.940 22 19'-5 86.94 30.596 Flow(q)from Route 5 Pe 21 19'-5 33.536 10'-0 Pv BL 2.1570 263.77 23.16 100 0.643527 4'-5 Pf 5.677 21 19'-5 91.06 33.536 Flow(q)from Route 6 4'-4% Pe 20 19'-5 39.213 fE(4'-4'%) 8'-10 Pv CM 2.6350 263.77 15.52 100 0.242781 10'-6 Pf 5.401 20 19'-5 39.213 11'-9 Pe 4.552 15 8'-11 49.166 P0(11'-9) 22'-3 Pv we Route 5 BL 1.6820 28.55 4.12 100 0.035336 12'-0 Pf 0.424 1015 19'-5 28.55 5.6 25.990 Sprinkler Pe 1016 19'-5 26.414 12'-0 Pv BL 1.6820 57.33 8.28 100 0.128345 12'-0 Pf 1.540 1016 19'-5 28.78 5.6 26.414 Sprinkler Pe 1017 19'-5 27.955 12'-0 Pv BL 1.6820 86.94 12.55 100 0.277275 2'-5'% Pf 2.641 1017 19'-5 29.61 5.6 27.955 Sprinkler, 7'-0%z Pe 22 19'-5 30.596 P0(7'-0%) 9'-6% Pv Route 6 BL 1.6820 29.91 4.32 100 0.038504 12-0 Pf 0.462 1018 19'-5 29.91 5.6 28.518 Sprinkler Pe 1019 19'-5 28.980 12'-0 Pv k,©M.E.P.CAD,Inc. l AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:05PM Page 7 IR1 Hydraulic Analysis ` Job Number:24PCO242 4 Report Description:Ordinary Group II(#1 ) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.6820 60.05 8.67 100 0.139843 12'-0 Pf 1.678 1019 19'-5 30.15 5.6 28.980 Sprinkler Pe 1020 19'-5 30.658 12'-0 Pv BL 1.6820 91.06 13.15 100 0.302074 2'-5Y: Pf 2.878 1020 19'-5 31.01 5.6 30.658 Sprinkler, 7'-0'% Pe 21 19'-5 33.536 PO(7'-0'%) 9'-6'% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplierli Actual 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 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross MainFlow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt Total pressure at a point in a pipe SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11'4°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device - fd Flex Drop 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 Ho Hose 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 PTV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k,©M.E.P.CAD,Inc. idAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:05PM Page 8 Hydraulic Summary ` Job Number:24PCO242 Report Description:Ordinary Group II(#2) Job Job Number Design Engineer 24PCO242 Megan Norman Job Name: State Certification/License Number TIGARD SELF STORAGE Address 1 AHJ 7600 SW ATLANTA STREET Address 2 Job 9iled3uBakg TIGARD,OR Address 3 Drawing Name Tigard Self Storage-Level 1.cad System Remote Area(s) Mos[Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 20.00 at 12.755 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1500ft2(Actual 948ft2) Additional Hose Supplies Number Of Spdnklera Calculated Coverage Per Spinkler Node Flow(ooml 16 130ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Left:83.494 Total Hose Streams 250.00 System Flow Demand Total Water Re leered(Including Hose Allowance) 337.38 587.38 Maalmum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 19.85 between nodes 100 and 101 Maximum Velocity Under Ground 3.72 between nodes 5 and 6 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2085.54ga1 0.60ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.Q0 93.000 81.000 2093.50 91.857 _ 587.38 L_ 82.399 9.458 Contractor Contractor Number Contact Name Contact Title 24PCO242 Megan Norman,EIT Name of Contractor: Phone Extension Cosco Fire Protection 360-883-6383 Address 1 FAX 2501 SE Columbia Way#100 Address 2 E-mail Vancouver,WA 98661 mnorman@coscofire.com Address 3 Web.Slte www.coscofire.com ©M.E.P.CAD,Inc. n AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:51 PM Page 1 891 Hydraulic Graph \ Job Number:24PCO242 Report Description:Ordinary Group II(#2) Water Supply at Node 1 100 --Static Pressure 93.000 90 337.38 @ 82.399 • 093.50 81.000 80 587.38 with hose streams 70 60 n P 50 d a System demand curve 40 30 20 1 10 0 -11lu11111111 111111111 111111111 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 iii 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static'.Pressure 93.000 Residual:Pressure Test conducted By Test witnessed By 81.000 @ 2093.50 Tualatin Valley Water District Ben and Julius Available Pressure at Time of Test Date of Test Time of Test 91.857 @ 587.38 8-14-18 9:34 AM System Demand Hydrant Numbers Location 82.399 @ 337.38 1S1W36C26FH50 and 1S1W36C39FH5c1lanta Street System Demand(Including Hose Nlowance et Source) 82.399 @ 587.38 6s.,©M.E.P.CAD,Inc. 41A AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:52PM Page 2 1-? Summary Of Outflowing Devices Job Number:24PCO242 i 5 -kReportDescription:Ordinary Group II(#2) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1100 21.94 5.00 5.6 15.344 Sprinkler 1101 22.28 20.00 5.6 15.831 Sprinkler 1102 23.26 20.00 5.6 17.248 Sprinkler 1103 22.41 20.00 5.6 16.015 Sprinkler 1104 21.11 20.00 5.6 14.216 Sprinkler 1105 22.06 20.00 5.6 15.522 Sprinkler 1106 20.54 10.00 5.6 13.460 Sprinkler 1107 20.27 20.00 5.6 13.104 Sprinkler 1108 21.31 20.00 5.6 14.478 Sprinkler 1109 20.04 10.00 5.6 12.811 Sprinkler 1110 20.01 20.00 5.6 12.770 Sprinkler 1111 21.11 20.00 5.6 14.208 Sprinkler 1112 19.95 10.00 5.6 12.688 1 Sprinkler 1113 20.00 20.00 5.6 12.755 Sprinkler 1114 21.12 20.00 5.6 14.221 Sprinkler 1115 19.97 5.00 5.6 12.716 cD Most Demanding Sprinkler Data __r .._,... _ it /kj,,©M.E.P.CAD,Inc. +•,9 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:16:58PM Page 3 Vile Node Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 109 9'-3'% PO(V-0) 14.339 _ 110 9'-3Yz PO(5'-0) 14.593 111 9'-3% PO(V-0) 15.060 112 9'-3Yz P0(5'-0) 15.821 113 9'-3% P0(12'-3%) 16.722 4 114 9'-3% P0(5'-0) 17.076 115 9'-3Yz P0(5.-0) 17.150 116 9'-3Yz PO(V-0) 17.604 117 9'-3Yz P0(12'-3'%) 26.505 997 9'-1 35.877 1000 8'-11 Spr 69.413 Sprinkler 1001 8'-11 Spr 69.413 Sprinkler 1002 8'-11 Spr 69.413 Sprinkler 1003 8'-11 Spr 69.413 Sprinkler 1004 8'-11 Spr 69.413 Sprinkler 1005 8'-11 Spr 69.413 Sprinkler 1006 8'-11 Spr 69.413 Sprinkler 1007 8'-11 Spr 69.413 Sprinkler 1008 8'-11 Spr 69.413 Sprinkler 1009 8'-11 Spr 69.413 Sprinkler 1010 8'-11 Spr 69.413 Sprinkler 1011 8'-11 Spr 69.413 Sprinkler 1012 19'-5 Spr 64.861 Sprinkler 1013 19'-5 Spr 64.861 Sprinkler 1014 19'-5 Spr 64.861 Sprinkler 1015 19'-5 Spr 64.861 , Sprinkler 1016 19'-5 Spr 64.861 Sprinkler 1017 19'-5 Spr 64.861 Sprinkler 1018 19'-5 Spr 64.861 Sprinkler 1019 19'-5 Spr 64.861 Sprinkler 1020 19'-5 Spr 64.861 Sprinkler 1166 9'-3Yz P0(12'-3Yz) 19.920 Sprinkler 1 -5'-0 S 82.399 337.38 1100 9'-3'% Spr(-15.344) 15.344 21.94 1101 9'-3Yz Spr(-15.831) 15.831 22.28 1102 9'-3Yz Spr(-17.248) 17.248 23.26 1103 9'-3'% Spr(-16.015) 16.015 22.41 1104 9'-3'/z Spr(-14.216) 14.216 21.11 1105 9'-3Yz Spr(-15.522) 15.522 22.06 1106 9'-3Yz Spr(-13.460) 13.460 20.54 1107 9'-3Yz Spr(-13.104) 13.104 20.27 1108 9'-3% Spr(-14.478) 14.478 21.31 1109 9'-3% Spr(-12.811) 12.811 20.04 1110 9'-3Yz Spr(-12.770) 12.770 20.01 1111 9'-3% Spr(-14.208) 14.208 21.11 1112 9'-3Yz Spr(-12.688) 12.688 19.95 1113 9'-3Yz Spr(-12.755) 12.755 20.00 1114 9'-3Yz Spr(-14.221) 14.221 21.12 1115 9'-3Yz Spr(-12.716) 12.716 19.97 2 -5'-0 T(53'-8) 82.358 3 -5'-0 BFP(-5.751) 82.120 4 -5'-0 E(22'-1) 76.351 5 -5'-0 T(20'-0) 76.275 6 -5'-0 E(21'-7) 76.185 7 -5'-0 E(21'-7) 76.061 8 -5'-0 E(21'-7) 75.683 9 -5'-0 75.604 10 1'-0 72.931 11 2'-4 P0(26'-4) 72.264 12 2'-4 P0(16'-5/z) 72.259 13 2'-4 P0(26'-4) 72.259 14 7'-7 fE(9'-4%) 69.991 (k,©M.E.P.CAD,Inc. El AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:17:00PM Page 4 Or' 11 Node Analysis ` Job Number:24PCO242 Report Description:Ordinary Group II(#2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 15 8'-11 PO(11'-9) _ 69.413 16 8'-11 P0(8'-9%) 69.413 17 8'-11 P0(7-0%) 69.413 18 8'-11 PO(7'-0%) 69.413 19 8'-11 P0(7'-0'/2) 69.413 20 19'-5 fE(4'-4%) 64.861 21 19'-5 P0(7'-0%) 64.861 —. 22 19'-5 PO(7'-0%) 64.861 23 19'-5 PO(7'-0'/2) 64.861 100 7'-11'% fE(8'-3) 47.883 101 9'-3% P0(12'-3'/2) 42.268 102 9'-3'% P0(12.-3%) 37.130 104 9'-3'% fE(6'-2) 17.742 105 9'-3'% P0(5'-0) 14.233 106 9'-3% PO(5'-0) 14.208 107 9'-3'/2 PO(V-0) 14.203 108 9'-3'% PO(V-0) 14.224 OM Ii- ...Am. k,©M.E.P.CAD,Inc. l#AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:17:00PM Page 5 tc 1- Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Gil Route 1 AO 1.0490 20.00 7.42 120 0.130131 6'-2 Pf 1.452 1113 9'-3'% 20.00 5.6 12.755 Sprinkler, 5-0 Pe 106 9'-3'/: 14.208 P0(5-0) 11'-2 Pv BL 2.1570 28.69 2.52 120 0.007580 1'-8% Pf 0.013 106 9'-3% 8.69 14.208 Flow(q)from Route 14 Pe 0.000 1114 9'-3%: 14.221 1'-8% Pv BL 2.1570 49.81 4.37 120 0.021031 0'-7'% Pf 0.013 1114 9'-3% 21.12 5.6 14.221 Sprinkler Pe -0.000 105 9'-31/2 14.233 0'-7'% Pv _BL 2.1570 69.78 6.13 120 0.039238 77'-1 Pf 3.508 105 9'-3% 19.97 14.233 Flow(q)from Route 9 12'-31/2 Pe 104 9'-3'% 17.742 2fE(6'-2) 89'-5 Pv BL 2.1570 69.78 6.13 120 0.039238 43'-21/2 Pf 2.178 104 9'-3'/z 17.742 12'-3'% Pe 0.000 1166 9'-3'% 19.920 P0(12'-3%) 55'-6 Pv BL 2.1570 142.96 12.55 120 0.147893 80'-2 Pf 15.858 1166 9'-3'% 73.18 19.920 Flow(q)from Route 7 27'-1 Pe 0.099 997 9'-1 35.877 Ee2(2'-5%),4fE(6'-2) 107'-2'/ Pv CM 2.6350 142.96 8.41 120 0.055795 16'-0 Pf 1.353 997 9'-1 35.877 8'-3 Pe -0.099 102 9'-3%2 37.130 fE(8'-3) 24'-3 Pv CM 2.6350 234.32 13.79 120 0.139187 36'-11 Pf 5.138 102 9'-3'% 91.36 37.130 Flow(q)from Route 2 Pe -0.000 101 9'-3'/ 42.268 36'-11 Pv CM 2.6350 337.38 19.85 120 0.273201 1'-11 Pf 5.026 101 9'-3'% 103.06 42.268 Flow(q)from Route 13 16'-5% Pe 0.589 100 7-11% 47.883 2fE(8'-3) 18'-5 Pv FR 2.6350 337.38 19.85 120 0.273201 17'-2% Pf 21.953 100 7'-11%z 47.883 63'-2 Pe 2.423 12 7-4 72.259 fE(8'-3),CV(19'-2%),2BV(9'-7% 80'-4 Pv ),P0(16'-5'%) CM 6.3570 337.38 3.41 120 0.003748 1'-6 Pf 0.006 12 2'-4 72.259 Pe -0.000 11 2'-4 72.264 1'-6 Pv CM 6.3570 337.38 3.41 120 0.003748 3'-8 Pf 0.080 11 2'-4 72.264 17'-7 Pe 0.587 10 1'-0 72.931 fE(17'-7) 21'-3 Pv UG 6.3570 337.38 3.41 150 0.002481 12'-0 Pf 0.072 10 1'-0 72.931 17-1 Pe 2.601 9 -5-0 75.604 LtE(17'-1) 29'-1 Pv UG 6.0900 337.38 3.72 150 0.003057 4'-3 Pf 0.079 9 -5'-0 75.604 21'-7 Pe -0.000 8 -5'-0 75.683 E(21'-7) 25'-10 Pv UG 6.0900 337.38 3.72 150 0.003057 102'-2% Pf 0.378 8 -5'-0 75.683 21'-7 Pe 7 -5'-0 76.061 E(21'-7) 123'-9% Pv UG 6.0900 337.38 3.72 150 0.003057 18'-11 Pf 0.124 7 -5-0 76.061 21'-7 Pe 6 -5'-0 76.185 E(21'-7) 40'-6 Pv UG 6.0900 337.38 3.72 150 0.003057 29'-4% Pf 0.090 6 -5-0 76.185 Pe 5 -5'-0 76.275 29'-4'% Pv UG 6.2800 337.38 3.49 140 0.002991 3'-5 Pf 0.076 5 -5'-0 76.275 22'-1 Pe 4 -5'-0 76.351 E(22'-1) 25'-6 Pv UG 6.2800 337.38 3.49 140 0.002991 5'-9 Pf 5.769 4 -5-0 76.351 Pe 3 -5'-0 82.120 BFP(-5.751) 5-9 Pv UG 6.2800 337.38 3.49 150 0.002632 37'-0% Pf 0.239 3 -5'-0 82.120 53'-8 Pe 2 -5'-0 82.358 UG 8.3300 337.38 1.99 140 0.000756 53'-4 Pf 0.040 2 -5'-0 82.358 Pe 1 -5-0 82.399 Water Supply 53'-4 Pv 250.00 Hose Allowance At Source 1 587.38 k,©M.E.P.CAD,Inc. id AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:17:02PM Page 6 �� Hydraulic Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#2) 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 2 AO 1.0490 20.01 7.43 120 0.130272 6'-2 Pf 1.454 1110 9'-3'/2 20.01 5.6 12.770 Sprinkler, 5'-0 Pe 108 9'-3'% 14.224 P0(5'-0) 11'-2 Pv BL 2.1570 52.37 4.60 120 0.023077 5'-0 Pf 0.115 108 9'-3% 32.36 14.224 Flow(q)from Route 4 Pe 109 9'-3'% 14.339 5'-0 Pv BL 2.1570 72.42 6.36 120 0.042026 3'-3'/2 Pf 0.138 109 9'-3'/2 20.04 14.339 Flow(q)from Route 10 Pe 0.000 1108 9'-3%2 14.478 3'-3'/2 Pv BL 2.1570 93.73 8.23 120 0.067724 1'-8'% Pf 0.116 1108 9'-3'/2 21.31 5.6 14.478 Sprinkler Pe -0.000 110 9'-3'/2 14.593 1'-8%2 Pv BL 2.1570 114.00 10.01 120 0.097288 4'-9'/2 Pf 0.466 110 9'-3' 20.27 14.593 Flow(q)from Route 3 Pe 111 9'-3'% 15.060 4'-9'/2 Pv BL 2.1570 134.54 11.81 120 0.132189 3'-6 Pf 0.463 111 9'-3'/2 20.54 15.060 Flow(q)from Route 11 Pe 0.000 1105 9'-3% 15.522 3'-6 Pv BL 2.1570 156.61 13.75 120 0.175064 1-8'/2 Pf 0.299 1105 9'-3'/2 22.06 5.6 15.522 Sprinkler Pe -0.000 112 9'-3'/2 15.821 1'-8'% Pv BL 2.1570 177.72 15.60 120 0.221215 4'-1 Pf 0.901 112 9'-3'/2 21.11 15.821 Flow(q)from Route 5 Pe 0.000 113 9'-3'/2 16.722 4'-1 Pv BL 2.1570 126.95 11.15 120 0.118720 3'-7'% Pf 0.428 113 9'-3'% 16.722 Pe -0.000 115 9'-3% 17.150 3'-7% Pv BL 2.1570 148.89 13.07 120 0.159435 0'-7% Pf 0.098 115 9'-3'% 21.94 17.150 Flow(q)from Route 12 Pe 0.000 1102 9'-3'% 17.248 0'-7'% Pv BL 2.1570 172.14 15.11 120 0.208545 1'-8'% Pf 0.356 1102 9'-3% 23.26 5.6 17.248 Sprinkler Pe -0.000 116 9'-3'% 17.604 1'-8%2 Pv BL 2.1570 194.42 17.07 120 0.261212 34'-1 Pf 8.900 116 9'-3'% 22.28 17.604 Flow(q)from Route 6 Pe 0.000 117 9'-3% 26.505 34'-1 Pv BL 2.1570 91.36 8.02 120 0.064596 139'-10'% Pf 10.626 117 9'-3'% 26.505 P0(12'-3'/2) 24'-7'% Pe -0.000 102 9'-3'% 37.130 P0(12.-3%) 164'-6 Pv oar Route 3 AO 1.0490 20.27 7.53 120 0.133423 6'-2 Pf 1.489 1107 9'-3'% 20.27 5.6 13.104 Sprinkler, 5'-0 Pe 110 9'-3% 14.593 P0(5.-0) 11'-2 Pv Route 4 BL 2.1570 32.36 2.84 120 0.009471 1'-8'% Pf 0.016 1111 9'-3% 11.25 5.6 14.208 Sprinkler,Flow(q)from Route 8 Pe -0.000 108 9'-3'% 14.224 1'-8'/2 Pv tiwo Route 5 AO 1.0490 21.11 7.84 120 0.143858 6'-2 Pf 1.606 1104 9'-3'% 21.11 5.6 14.216 Sprinkler, 5'-0 Pe 112 9'-3'% 15.821 PO(V-0) 11'-2 Pv fib Route 6 AO 1.0490 22.28 8.27 120 0.158914 6'-2 Pf 1.774 1101 9'-3'% 22.28 5.6 15.831 Sprinkler, 5'-0 Pe 116 9'-3'% 17.604 P0(5.-0) 11'-2 Pv to Route 7 AO 1.0490 22.41 8.32 120 0.160622 1'-7 Pf 1.061 1103 9'-3'% 22.41 5.6 16.015 Sprinkler, 5'-0 Pe 114 9'-3% 17.076 P0(5'-0) 6'-7 Pv BL 2.1570 73.18 6.43 120 0.042848 66'-4'/2 Pf 2.844 114 9'-3'% 50.77 17.076 Flow(q)from Route 15 Pe 1166 9'-3'% 19.920 66'-4% Pv = Route 8 AO 1.0490 19.95 7.41 120 0.129502 6'-8% Pf 1.515 1112 9'-3% 19.95 5.6 12.688 Sprinkler, 5'-0 Pe 107 14.203 9'-3/z P0(5'-0) 11'-8'/2 Pv fk,©M.E.P.CAD,Inc. syn AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:17:02PM Page 7 1. Hydraulic Analysis ` Job Number:24PCO242 I_:9ra.m�a' \ Report Description:Ordinary Group II(#2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 2.1570 11.25 0.99 120 0.001342 3'-3'/a Pf 0.004 107 9'-3'/: 14.203 Pe 0.000 1111 9'-3'/ 14.208 3'-3'% Pv OP Route 9 AO 1.0490 19.97 7.41 120 0.129758 6'-81/2 Pf 1.518 1115 9'-3'/ 19.97 5.6 12.716 Sprinkler, 5'-0 Pe 105 9'-3% 14.233 PO(5-0) 11'-8'% Pv MI Route 10 AO 1.0490 20.04 7.44 120 0.130658 6'-8'/: Pf 1.528 1109 9'-3% 20.04 5.6 12.811 Sprinkler, 5'-0 Pe 109 9'-3'/z 14.339 PO(6-0) 11'-8% Pv JD Route 11 AO 1.0490 20.54 7.63 120 0.136767 6'-81/2 Pf 1.600 1106 9'-3% 20.54 5.6 13.460 Sprinkler, 5'-0 Pe 111 9'-3'/: 15.060 PO(5'-0) 11'-8%Pv = Route 12 AO 1.0490 21.94 8.14 120 0.154390 6'-8% Pf 1.806 1100 9'-3% 21.94 5.6 15.344 Sprinkler, 5-0 Pe 115 9'-3'% 17.150 P0(5'-0) 11'-8'%Pv SR Route 13 BL 2.1570 103.06 9.05 120 0.080733 176-9'/a Pf 15.764 117 9'-3% 91.36 26.505 Flow(q)from Route 2 18'-5'% Pe -0.000 101 9'-3% 42.268 fE(6'-2),P0(12'-3'/) 195'-3 Pv MI Route 14 BL 2.1570 8.69 0.76 120 0.000832 5'-0 Pf 0.004 107 9'-3% 11.25 14.203 Flow(q)from Route 8 Pe 106 9'-3'% 14.208 5'-0 Pv MD Route 15 BL 2.1570 50.77 4.46 120 0.021786 3'-11 Pf 0.353 113 9'-31/2 16.722 P0(12'-31/2) 12'-3'/: Pe 114 9'-3% 17.076 16'-2'/ Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) CValue Multiplier Actual 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. Y AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:17:02PM Page 8 41 Hydraulic Analysis Job Number:24PCO242 - Report Description:Ordinary Group II(#2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross MainFlow m b Bushing DN Drain 9P BaIV Ball Valve Dischargegpm DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. 411 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:17:02PM Page 9 +- Hydraulic Summary Job Number:24PCO242 Report Description:Ordinary Group II(#3) Job Job Number Design Engineer Megan a _ an Norman Job Name. Stale Certification/License Number TIGARD SELF STORAGE Address 1 AK/ 7600 SW ATLANTA STREET Address 2 Job Sos/Building TIGARD,OR Address 3 Drawing Name - - Tigard Self Storage-Level 2.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 24.00 at 18.367 Ordinary Group II Hose Allowance Al Source Density Area of Application 250.00 0.20gpm/ft2 1500ft2(Actual 1175ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(goml 15 120ft2 AutoPeak Results:Pressure For Remote Area(a)Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 355.79 605.79 Maximum Pressure unbalance In Loops 0.000 Maximum Velocity Above Ground 20.93 between nodes 201 and 212 Maximum Velocity Under Ground 3.92 between nodes 3 and 4 Volume capacity of Wet Pipes Volume rapacity of Dry Pipes 1254.40gal 5.38ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) i (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 93.000 1 81.000 I 2093.50 91.790 605.79 76.612 15.178 u�YYaiar •! BaHil�fiYl daualiW Contractor Contractor Number Contact Name Contact Title 24PCO242 Megan Norman,EIT Name of Contractor: Phone Cosco Fire Protection 360-883-6383 Extension Address 1 FAX 2501 SE Columbia Way#100 Address E-mail Vancouver,WA 98661 mnorman@coscofire.com web-sne www.coscofire.com �{ ©M.E.P.CAD,Inc. $AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:51:08PM Page 1 ,4 '1) Graph 1 Job Number:24PCO242 Report Description:Ordinary Group II(#3) Supply at Node 1 100 Static Pressure 93.000 90 093.50 @ 81.000 80 355.79 @ 76.612 605.79 with hose streams 70 60 1 3 0. g 50 N a System demand curve 40 30 20 10 7 0 lui111111111111111111 IIII11111 111111111 I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I I 1 I 1 1 1 1 1 1 1 1 1 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Supply at Node 1 Static:Pressure 93.000 Residual:Pressure 81.000 @ 2093.50 Available Pressure at Time of Test 91.790 @ 605.79 System Demand 76.612 @ 355.79 System Demand(Including Hose Allowance at Source) 76.612 @ 605.79 ©M.E.P.CAD,Inc. 4 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:51:10PM Page 2 1114. Summary Of Outflowing Devices Job Number 24PCO242 Report Description:Ordinary Group II(#3) Actual Flow Minimum Flow K-Factor Pressure J Device (gpm) (gPm) (K) (Psi) Sprinkler 1200 23.18 15.00 5.6 17.136 Sprinkler 1201 23.38 15.00 5.6 17.426 Sprinkler 1202 23.94 12.00 5.6 18.269 Sprinkler 1203 24.39 24.00 5.6 18.970 Sprinkler 1204 24.14 24.00 5.6 18.579 Sprinkler 1205 23.05 15.00 5.6 16.939 Sprinkler 1206 23.24 15.00 5.6 17.227 Sprinkler 1207 23.80 12.00 5.6 18.061 Sprinkler 1208 24.25 24.00 5.6 18.755 D Sprinkler 1209 24.00 24.00 5.6 18.367 Sprinkler 1210 23.06 15.00 5.6 16.963 Sprinkler 1211 23.26 15.00 5.6 17.251 Sprinkler 1212 23.82 12.00 5.6 18.086 Sprinkler 1213 24.27 24.00 5.6 18.780 Sprinkler 1214 24.02 24.00 5.6 18.393 14> Most Demanding Sprinkler mismorro L©M.E.P.CAD,Inc. i?,<AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:51:17PM Page 3 11111!slode Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#3) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 _ -5-0 S 76.612 355.79 1200 19'-7'/2 Spr(-17.136) 17.136 23.18 1201 19'-7% Spr(-17.426) 17.426 23.38 1202 19'-7'/2 Spr(-18.269) 18.269 23.94 1203 19'-7'Y Spr(-18.970) 18.970 24.39 1204 19'-7% Spr(-18.579) 18.579 24.14 1205 19'-7'% Spr(-16.939) 16.939 23.05 1206 19'-7'/2 Spr(-17.227) 17.227 23.24 1207 19'-7% Spr(-18.061) 18.061 23.80 1208 19'-7% Spr(-18.755) 18.755 24.25 1209 19'-7% Spr(-18.367) 18.367 24.00 1210 19'-7Y2 Spr(-16.963) 16.963 23.06 1211 19'-71/2 Spr(-17.251) 17.251 23.26 1212 19'-7% Spr(-18.086) 18.086 23.82 1213 19'-71/2 Spr(-18.780) 18.780 24.27 1214 19'41/2 Spr(-18.393) 18.393 24.02 2 -5-0 T(47.-3%) 76.569 3 -5'-0 BFP(-5.876) 76.291 4 -5-0 E(22'-1) 70.395 5 -5'-0 T(33.-5'%) 70.311 6 -5-0 E(21'-7) 70.225 7 -5-0 E(22'-1) 70.089 8 -5'-0 E(21'-7) 69.679 9 -5-0 69.591 10 1'-0 66.911 11 2'-4% P0(26'-4) 66.236 14 15'-0 P0(26.-4) 54.248 201 19'-7% P0(16'-51/2) 48.561 202 19'-7% Ee2(4'-1%) 48.562 203 19'-7'/2 P0(5-0) 48.561 204 19'-7% P0(5.-0) 48.561 205 19'-7% P0(7'-5) 48.561 206 19'-7% P0(5-0) 48.561 207 19'-7% P0(5.-0) 48.561 208 19'-71/2 P0(5'-0) 48.561 209 19'-7% P0(5-0) 48.561 210 19'-7'% P0(5.-0) 48.561 211 19'-7% P0(5-0) 48.561 212 19'-7% P0(16'-51/2) 39.837 214 19'-7% P0(16'-5%) 29.505 215 19'-7'/2 P0(7'-5) 20.670 216 19'-7% P0(7'-5) 20.642 217 19'-7% P0(7.-5) 20.878 218 19'-71/2 39.394 1308 19'-7% Spr 18.367 Sprinkler 1309 19'-7% Spr 48.561 Sprinkler 1310 19'-7% Spr 7.000 Sprinkler 1311 19'-7% Spr 18.367 Sprinkler 1312 19'-7% Spr 18.367 Sprinkler 1313 19'-7% Spr 48.561 Sprinkler 219 19'-7% P0(16'-5%) 32.096 220 19'-7% P0(16'-5%) 28.888 587 19'-7% P0(16'-5%) 32.989 1300 19'-7% Spr 18.367 Sprinkler 1301 19'-7% Spr 18.367 Sprinkler 1302 19'-7% Spr 48.561 Sprinkler 1303 19'-7% Spr 48.561 Sprinkler 1304 19'-7% Spr 48.561 Sprinkler 1305 19'-7% Spr 7.000 Sprinkler 1306 19'-7% Spr 18.367 Sprinkler 1307 19'-71/2 Spr 7.000 Sprinkler /�+ ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:51:18PM Page 4 2Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length fib Route 1 BL 1.4420 24.00 4.71 120 0.038715 10'-0 Pf 0.387 1209 19'-7% 24.00 5.6 18.367 Sprinkler Pe 1208 19'-7% 18.755 10'-0 Pv BL 1.4420 48.25_ 9.48 120 0.140925 5'-11'% Pf 1.887 1208 19'-734 24.25 5.6 18.755 Sprinkler, 7'-5 Pe 216 19'-7% 20.642 PO(7-5) 13'-4'/z Pv CM 2.6350 28.56 1.68 120 0.002836 10'-0 Pf 0.028 216 19'-7% 20.642 Pe 215 19'-7'% 20.670 10'-0 Pv CM 2.6350 146.99 8.65 120 0.058738 109'-2'% Pf 8.835 215 19'-7% 48.29+70.14 20.670 Flow(q)from Route 2 and 5 41'-2 Pe 214 19'-7% 29.505 P0(16-5%),2fE(8'-3),2Ee2(4'-1 150'-5 Pv /z) CM 2.6350 181.87 10.70 120 0.087096 40'-0 Pf 3.484 214 19'-7% 34.88 29.505 Flow(q)from Route 8 Pe 587 19'-7'% 32.989 40'-0 Pv CM 2.6350 224.48 13.21 120 0.128562 36'-9'% Pf 6.848 587 19'-7'% 42.61 32.989 Flow(q)from Route 7 16'-5% Pe 212 19'-7'% 39.837 P0(16'-5%) 53'-3 Pv CM 2.6350 355.79 20.93 120 0.301408 12'-5'% Pf 8.724 212 19'-7% 131.31 39.837 Flow(q)from Route 3 16'-5''/ Pe 201 19'-7% 48.561 P0(16'-5%) 28'-11'% Pv CM 4.2600 355.79 8.01 120 0.029049 16'-2 Pf 3.682 201 19'-7% 48.561 110'-7 Pe 2.005 14 15'-0 54.248 4fE(13'-2),2f(-0.000),2BV(15'-9 126-9 Pv %),PO(26'-4) ST 4.2600 355.79 8.01 120 0.029049 47'-6 Pf 6.505 14 15'-0 54.248 176'-5'% Pe 5.482 11 7-4'% 66.236 2PO(26-4),5fE(13'-2),2BV(15'- 223'-11'% Pv 9%),fT(26'-4),WET BOR CM 6.3570 355.79 3.60 120 0.004135 3'-8 Pf 0.088 11 2'-4% 66.236 17'-7 Pe 0.587 10 1'-0 66.911 fE(17'-7) 21'-3 Pv UG 6.3570 355.79 3.60 150 0.002737 12'-0 Pf 0.080 10 1'-0 66.911 17-1 Pe 2.601 9 -5'-0 69.591 LtE(17'-1) 29'-1 Pv UG 6.0900 355.79 3.92 150 0.003373 4'-3 Pf 0.087 9 -5'-0 69.591 21'-7 Pe -0.000 8 -5'-0 69.679 E(21'-7) 25'-10 Pv UG 6.2800 355.79 3.69 140 0.003299 102'-2% Pf 0.410 8 -5'-0 69.679 22'-1 Pe 7 -5'-0 70.089 E(22'-1) 124'-3% Pv UG 6.0900 355.79 3.92 150 0.003373 18'-11 Pf 0.137 7 -5'-0 70.089 21'-7 Pe 6 -5'-0 70.225 E(21'-7) 40'-6 Pv UG 6.2800 355.79 3.69 150 0.002904 29'-4Y Pf 0.085 6 -5'-0 70.225 Pe 5 -5'-0 70.311 29'4,% Pv UG 6.2800 355.79 _ 3.69 140 0.003299 3'-5 Pf 0.084 5 -5'-0 70.311 22'-1 Pe 4 -SO 70.395 E(22'-1) . ' 25'-6'Pv UG 6.0900 355.79 3.92 150 0.003373 5'-9 Pf 5.896 4 -5'-0 70.395 Pe 3 -5'-0 76.291 BFP(-5.876) 5'-9 Pv UG 6.2800 355.79 3.69 140 0.003299 37'-0'% Pf 0.278 3 -5'-0 76.291 47-3% Pe 2 -5'-0 76.569 T(47-3%) 84'-3'% Pv UG 8.3900 355.79 2.06 140 0.000805 53'-4 Pf 0.043 2 -5'-0 76.569 Pe 1 -5'-0 76.612 S 53'-4 Pv 250.00 Hose Allowance At Source 1 605.79 ® Route 2 BL 1.4420. 24.02 4.72 120 0.038765 10'-0 Pf 0.388 1214 19'-7%z 24.02 5.6 18.393 Sprinkler 'Pe 1213 19'-7'% 18.780 10'-0 Pv ©M.E.P.CAD,Inc. +>>-AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:51:20PM Page 5 Hydraulic Analysis 1 Job Number:24PCO242 Report Description:Ordinary Group II(#3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.4420 48.29 9.49 120 0.141106 5'-11'% Pf 1.890 1213 19'-7'/2 24.27 5.6 18.780 Sprinkler, 7'-5 Pe 215 19'41/2 20.670 P0(7-5) 13'-41/2 Pv w Route 3 BL 1.4420 24.14 4.74 120 0.039128 10'-0 Pf 0.391 1204 19'-71/2 24.14 5.6 18.579 Sprinkler Pe 1203 19'-7'% 18.970 10'-0 Pv BL 1.4420 48.53 9.53 120 0.142426 5'-11'/2 Pf 1.907 1203 19'-7'% 24.39 5.6 18.970 Sprinkler, 7'-5 Pe 217 19'-7% 20.878 PO(T-5) 13'-41/2 Pv CM 2.6350 208.80 12.28 120 0.112449 54'-9 Pf 8.011 217 19'-71/2 89.78+70.49 20.878 Flow(q)from Route 4 and 6 16'-51/2 Pe 220 19'-7'% 28.888 P0(16'-51/2) 71'-3 Pv CM 2.6350 173.92 10.23 120 0.080187 40'-0 Pf 3.207 220 19'-71/2 28.888 Pe 219 19'-71/2 32.096 40'-0 Pv CM 2.6350 131.31 7.73 120 0.047678 144'-10 Pf 7.299 219 19'-7'% 32.096 8'-3 Pe 218 19'-71/2 39.394 fE(8'-3) 153'-1 Pv CM 2.6350 131.31 7.73 120 0.047678 9'-31/2 Pf 0.443 218 19'-7'% 39.394 Pe 212 19'-71/2 39.837 9'-31/2 Pv iii.- Route 4 BL 1.4420 23.05 4.53 120 0.035923 8'-0 Pf 0.287 1205 19'-71/2 23.05 5.6 16.939 Sprinkler Pe 1206 19'-7'% 17.227 8'-0 Pv BL 1.4420 46.29 9.09 120 0.130515 6'-412 Pf 0.834 1206 19'-7'% 23.24 5.6 17.227 Sprinkler Pe 1207 19'-71/2 18.061 6'-4'/2 Pv BL 1.4420 70.09 13.77 120 0.281161 1'-9 Pf 2.581 1207 19'-7'% 23.80 5.6 18.061 Sprinkler, 7'-5 Pe 216 19'-71/2 20.642 P0(7'-5) 9'-2 Pv CM 2.6350 89.78 5.28 120 0.023595 10'-0 Pf 0.236 216 19'-71/2 28.56 20.642 Flow(q)from Route 1 Pe 217 19'-71/2 20.878 10'-0 Pv = Route 5 BL 1.4420 23.06 4.53 120 0.035969 8'-0 Pf 0.288 1210 19'-71/2 23.06 5.6 16.963 Sprinkler Pe 1211 19'-7'% 17.251 8'-0 Pv BL 1.4420 46.32 9.10 120 0.130683 6'-41/2 Pf 0.835 1211 19'-7'% 23.26 5.6 17.251 Sprinkler Pe 1212 19'-7Y2 18.086 6'-41/2 Pv BL 1.4420 70.14 13.78 120 0.281522 1'-9 Pf 2.584 1212 19'-71/2 23.82 5.6 18.086 Sprinkler, 7'-5 Pe 215 19'-7'% 20.670 PO(T-5) 9'-2 Pv Route 6 BL 1.4420 23.18 4.55 120 0.036308 8'-0 Pf 0.290 1200 19'-7'% 23.18 5.6 17.136 Sprinkler Pe 1201 19'-71/2 17.426 8'-0 Pv BL 1.4420 46.56 9.15 120 0.131913 6'-4'% Pf 0.843 1201 19'-7%2 23.38 5.6 17.426 Sprinkler Pe 1202 19'-71/2 18.269 6-41/2 Pv BL 1.4420 70.49 13.85 120 0.284168 1'-9 Pf 2.609 1202 19'-71/2 23.94 5.6 18.269 Sprinkler, 7'-5 Pe 217 19'-71/2 20.878 PO(T-5) 9'-2 Pv iwk Route 7 CM 2.6350 42.61 2.51 120 0.005943 117'-4 Pf 0.893 219 19'-71/2 32.096 P0(16-51/2) 32'-111/2 Pe 587 19'-7'% 32.989 P0(16'-5'%) 150'-3% Pv Route 8 CM 2.6350 34.88 2.05 120 0.004104 117'-4 Pf 0.617 220 19'-7%2 28.888 P0(16'-5'%) 32'-11'% Pe 214 19'-7'% 29.505 P0(16-51/2) 150'-31/2 Pv ,,©M.E.P.CAD,Inc. n AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:51:20PM Page 6 illHydraulic Analysis Job Number:24PCO242 - Report Description:Ordinary Group II(#3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 1\ Schedule 40 Steel Pipe Inside Diameter ) =Factor MultiplyingFactor p 0.713 1.16 1.33 1.51 Pipe Type Legend 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 BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve SP Sprig Pt Total pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 GloV Globe Valve GV Gate Valve Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. i! AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:51:20PM Page 7 4. Hydraulic Summary Job Number:24PCO242 Report Description:Ordinary Group II(#4) Job Job Number Design Engineer 24PCO242 Megan Norman Job Name: State Certification/License Number TIGARD SELF STORAGE Address I AHJ 7600 SW ATLANTA STREET Address 2 Job siNananng TIGARD,OR • Address 3 Drawing Name Tigard Self Storage-Level 2.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 24.00 at 18.367 Ordinary Group II Hose Allowance At Source Density Area a/Application 250.00 0.20gpm/ft' 1500ft'(Actual 963ft') Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(goml 14 130ft' AutoPeak Results'.Pressure For Remote Area(s)Adjacent To Most Remote Area Left:79.725 Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 350.07 600.07 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.60 between nodes 202 and 203 Maximum Velocity Under Ground 3.86 between nodes 3 and 4 Volume capacity of Wet Pipes Volume eapaelly of Dry Pipes 1254.40gal 5.38ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) C° (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 93.000 81.000 2093.50 91.811 600.07 79.725 12.086 11111111111i w Ir Contractor Contractor Number Contact Name Contact Title 24PCO242 Megan Norman,EIT Nems of Contractor: Phone Extension Cosco Fire Protection 360-883-6383 Address 1 FAX 2501 SE Columbia Way#100 Address 2 E-mail Vancouver,WA 98661 mnorman@coscofire.com Address 3 Web-Ste www.coscofire.com ©M.E.P.CAD,Inc. 4nAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:49:39PM Page 1 Hydraulic Graph Job Number:24PCO242 Report Description:Ordinary Group II(#4) Supply at Node 1 100 Static Pressure 93.000 90 80 350.07©79.725 093.50 81.000 600.07 with hose streams 70 60 I 50 N V1 (System demand curve 40 30 1 20 10 1 07wuwwii11111111uiiiilli iiiiiiIII ii ) ) i ) i ) ) 11111 ) III 111111111 111111111 111111111 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Supply at Node 1 Static:Pressure 93.000 Residual:Pressure 81.000 @ 2093.50 Available Pressure at Time of Test 91.811 @ 600.07 System Demand 79.725 @ 350.07 System Demand(Including Hose Allowance at Source) 79.725 @ 600.07 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:49:41PM Page 2 ItSummary Of Outflowing Devices 1Job Number:24PCO242 ' Report Description:Ordinary Group II(#4) Actual Flow I Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1300 25.50 24.00 5.6 20.729 Sprinkler 1301 25.83 24.00 5.6 21.273 Sprinkler 1302 25.07 12.00 5.6 20.041 Sprinkler 1303 25.33 12.00 5.6 20.460 Sprinkler 1304 26.45 12.00 5.6 22.308 Sprinkler 1305 24.58 14.00 5.6 19.264 Sprinkler 1306 24.92 24.00 5.6 19.805 Sprinkler 1307 24.22 14.00 5.6 18.709 Sprinkler 1308 _ 24.49 24.00 5.6 19.122 Sprinkler 1309 25.72 12.00 5.6 21.091 Sprinkler 1310 24.05 14.00 5.6 18.447 Sprinkler 1311 24.35 24.00 5.6 18.905 4. Sprinkler 1312 24.00 24.00 5.6 18.367 Sprinkler 1313 25.57 12.00 5.6 20.847 c. Most Demanding Sprinkler Data lio Mani k,©M.E.P.CAD,Inc. ,;)i AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:49:48PM Page 3 1-R Node AnalysisII Job Number:24PCO242 ,,stun- Report Description:Ordinary Group II(#4) Node Elevation(Foot) Fittings Pressure(psi) Dlscharge(gpm) 1 -5'-0 S 79.725 350.07 1300 19'-7% Spr(-20.729) 20.729 25.50 1301 19'-7'/x Spr(-21.273) 21.273 25.83 1302 19'-7'/z Spr(-20.041) 20.041 25.07 1303 19'-7Y0 Spr(-20.460) 20.460 25.33 1304 19'-7% Spr(-22.308) 22.308 26.45 1305 19'-7% Spr(-19.264) 19.264 24.58 . 1306 19'-7% Spr(-19.805) 19.805 24.92 1307 19'-7% Spr(-18.709) 18.709 24.22 1308 19'-7% Spr(-19.122) 19.122 24.49 1309 19'-7% Spr(-21.091) 21.091 25.72 1310 19'-T/2 Spr(-18.447) 18.447 24.05 1311 19'-7% Spr(-18.905) 18.905 24.35 1312 19'-7Y0 Spr(-18.367) 18.367 24.00 1313 19'-7Y0 Spr(-20.847) 20.847 25.57 2 -5'-0 T(47'-3%) 79.683 3 -5'-0 BFP(-5.837) 79.413 4 -5'-0 E(22'-1) 73.557 5 -5'-0 T(33'-5%) 73.476 . 6 -5'-0 E(21'-7) 73.393 . 7 -5'-0 E(22'-1) 73.260 8 -5'-0 E(21'-7) 72.862 9 -5'-0 72.778 10 1'-0 70.099 11 2'-4'/0 P0(26'4) 69.427 14 15'-0 P0(26'.4) 57.631 201 19'-7% PO(16'-5%) 52.053 202 19'-7% Ee2(4'-1%) 42.352 203 19'-7% P0(5'-0) 23.966 204 19'-7% P0(5'-0) 23.466 205 19'-7'/2 P0(7'-5) 22.902 206 19'-7'/2 PO(5'-0) 21.857 207 19'-7% P0(5'-0) 21.233 208 19'-7% P0(5'-0) 21.109 209 19'-7% P0(5'-0) 20.939 210 19'-7% P0(5'-0) 20.880 211 19'-7% P0(5'-0) 20.849 212 19'-7% P0(16'-5%) 52.053 214 19'-7% P0(16'-5%) 52.053 215 19'-7% PO(T-5) 52.053 216 19'-7% PO(T-5) 52.053 217 19'-7% P0(7'-5) 52.053 218 19'-7'h 52.053 219 19'-7% P0(16'-5%) 52.053 220 19'-7% P0(16'-5'%) 52.053 1200 19'-7'% Spr 52.053 Sprinkler 1212 19'-7'/2 Spr 52.053 Sprinkler 1213 19'-7% Spr 52.053 Sprinkler 1214 19'-7'% Spr 52.053 Sprinkler 1201 19'-7%z Spr 52.053 Sprinkler 1202 19'-7% Spr 52.053 Sprinkler 1203 19'-7% Spr 52.053 Sprinkler 1204 19'-7% Spr 52.053 Sprinkler 1205 19'-7% Spr 52.053 Sprinkler 1206 19'-7% Spr 52.053 Sprinkler 1207 19'-7% Spr 52.053 Sprinkler 1208 19'-7% Spr 52.053 Sprinkler 1209 19'-7Y: Spr 52.053 Sprinkler 1210 19'-7% Spr 52.053 Sprinkler 1211 19'-7% Spr 52.053 Sprinkler tik,©M.E.P.CAD,Inc. ",4 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:49:49PM Page 4 liti4_Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length o Route 1 AO 1.0490 24.00 8.91 120 0.182334 8'-71h Pf 2.481 1312 19'-7% 24.00 5.6 18.367 Sprinkler, 5'-0 Pe 211 19'-7'% 20.849 PO(V-0) 13'-7'% Pv CM _ 2.6350 49.57 2.92 120 0.007863 4'-0'/2 Pf 0.032 211 19'-7% 25.57 20.849 Flow(q)from Route 11 Pe 210 19'-7%2 20.880 4'-0'/2 Pv CM 2.6350 73.92 4.35 120 0.016468 3'-6'% Pf 0.058 210 19'-7'% 24.35 20.880 Flow(q)from Route 2 Pe 209 19'-7'% 20.939 3'-6% Pv CM 2.6350 97.97 5.76 120 0.027731 5'-6 Pf 0.152 209 19'-7'% 24.05 20.939 Flow(q)from Route 7 Pe 1309 19'-7% 21.091 5'-6 Pv CM 2.6350 123.69 7.28 120 0.042683 0'-5 Pf 0.018 1309 19'-7% 25.72 5.6 21.091 Sprinkler Pe 208 19'-7% 21.109 0'-5 Pv CM 2.6350 148.18 8.72 120 0.059619 2'-1;Pf 0.125 208 19'-7% 24.49 21.109 Flow(q)from Route 3 Pe 207 19'-7% 21.233 2'-1 Pv CM 2.6350 172.40 10.14 120 0.078892 7'-11 Pf 0.624 207 19'-7'% 24.22 21.233 Flow(q)from Route 8 Pe 206 19'-7'% 21.857 7'-11 Pv CM 2.6350 221.90 13.06 120 0.125845 3'-7 Pf 0.451 206 19'-7% 24.92+24.58 21.857 Flow(q)from Route 4 and 9 Pe 1304 19'-7'% 22.308 3'-7 Pv CM 2.6350 248.35 14.61 120 0.154993 I 3'-10 Pf 0.594 1304 19'-7'% 26.45 5.6 22.308 Sprinkler Pe 205 19'-7'% 22.902 3'-10 Pv CM 2.6350 298.75 17.58 120 0.218155 2'-7 Pf 0.564 205 19'-7% 50.40 22.902 Flow(q)from Route 10 Pe 204 19'-7% 23.466 2'-7 Pv CM 2.6350 324.58 19.10 120 0.254324 1'-11''/ Pf 0.500 204 19'-7'% 25.83 23.466 Flow(q)from Route 6 Pe 203 19'-7'% 23.966 1'-11'/2 Pv CM 2.6350 350.07 20.60 120 0.292511 50'-6 Pf 18.386 203 19'-7'% 25.50 23.966 Flow(q)from Route 5 12'-4'/2 Pe 0.001 202 19'7'% 42.352 fE(8'-3),Ee2(4'-1'/2) 62'-10'/2 Pv CM 2.6350 350.07 20.60 120 0.292511 16'-8'% Pf 9.701 202 19'-7% 42.352 16'-5'% Pe -0.001 201 19'-7'% 52.053 PO(16'-5%) 33'-2 Pv CM 4.2600 350.07 7.88 120 0.028192 16'-2 Pf 3.574 201 19'-7'% 52.053 110'-7 Pe 2.005 14 15'-0 57.631 4fE(13'-2),2f(-0.000),2BV(15'-9 126'-9 Pv %),PO(26'-4) ST 4.2600 350.07 7.88 120 0.028192 47'-6 Pf 6.313 14 15'-0 57.631 176-5% Pe 5.482 11 2'4'% 69.427 2P0(26'-4),5fE(13'-2),2BV(15'- 223'-11% Pv 9%),fT(26'-4),WET BOR CM 6.3570 350.07 3.54 120 0.004013 3'-8 Pf 0.085 11 2'4% 69.427 17'-7 Pe 0.587 10 1'-0 70.099 fE(17'-7) 21'-3 Pv UG 6.3570 350.07 3.54 150 0.002658 12'-0 I Pf 0.077 10 1.-0 70.099 17'-1 Pe 2.601 9 -5'-0 72.778 LtE(17'-1) 29'-1 Pv UG 6.0900 350.07 3.86 150 0.003273 _ 4'-3 Pf 0.085 9 -5'-0 72.778 21'-7 Pe -0.000 8 -5'-0 72.862 E(21'-7) 25'-10 Pv UG 6.2800 350.07 3.63 140 0.003202 102'-2'% Pf 0.398 8 -5'-0 72.862 22'-1 Pe 7 -5'-0 73.260 E(22'-1) 124'-3'% Pv UG 6.0900 350.07 3.86 150 0.003273 18'-11 Pf 0.133 7 -5'-0 73.260 21'-7 Pe 6 -5'-0 73.393 E(21'-7) 40'-6 Pv UG 6.2800 350.07 3.63 150 0.002818 29'-4'% Pf 0.083 6 -5'-0 73.393 Pe 5 -5'-0 73.476 29'-4'% Pv /k,©M.E.P.CAD,Inc. ili AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:49:51 PM Page 5 41 Hydraulic Analysis Number:24PCO242 0Report Description:Ordinary Group II(#4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length UG 6.2800 350.07 3.63 140 0.003202 3'-5 Pf 0.082 5 -5'-0 73.476 22'-1 Pe 4 -5-0 73.557 E(22'-1) 25-6 Pv UG 6.0900 350.07 3.86 150 0.003273 5'-9 Pf 5.856 4 -5'-0 73.557 Pe 3 -5-0 79.413 BFP(-5.837) 5-9 Pv UG 6.2800 350.07 3.63 140 0.003202 37'-0% Pf 0.270 3 -5-0 79.413 47'-3% Pe 2 -5-0 79.683 T(47.-31/x) 84'-3'/% Pv UG 8.3900 350.07 2.03 140 0.000781 53'-4 Pf 0.042 2 -5-0 79.683 Pe 1 -5-0 79.725 S 53'-4 Pv 250.00 Hose Allowance At Source 1 600.07 .i Route 2 AO 1.0490 24.35 9.04 120 0.187269 5'-6'/: Pf 1.975 1311 19'-7'% 24.35 5.6 18.905 Sprinkler, 5-0 Pe 210 19'-7'% 20.880 PO(5'-0) 10'-6% Pv Gil Route 3 AO 1.0490 24.49 9.09 120 0.189249 5'-6 Pf 1.987 1308 19'-7'% 24.49 5.6 19.122 Sprinkler, 5-0 Pe 208 19'-7'% 21.109 PO(5'-0) 10'-6 Pv Go Route 4 AO 1.0490 24.92 9.25 120 0.195493 5-6 Pf 2.053 1306 19'-7'% 24.92 5.6 19.805 Sprinkler, 5-0 Pe 206 19'-7% 21.857 PO(5'-0) 10'-6 Pv Gill Route 5 AO 1.0490 25.50 9.46 120 0.203916 10'-10% Pf 3.237 1300 19'-7'% 25.50 5.6 20.729 Sprinkler, 5'-0 Pe 203 19'-7'% 23.966 PO(5-0) 15-10% Pv till Route 6 AO 1.0490 25.83 9.59 120 0.208863 5-6 Pf 2.193 1301 19'-7'% 25.83 5.6 21.273 Sprinkler, 5-0 Pe 204 19'-7% 23.466 P0(5-0) 10'-6 Pv Gib Route 7 AO 1.0490 24.05 8.93 120 0.183067 8'-7%z Pf 2.491 1310 19'-7'% 24.05 5.6 18.447 Sprinkler, 5-0 Pe 209 19'-7'% 20.939 P0(5-0) 13'-7% Pv Gil Route 8 AO 1.0490 24.22 8.99 120 0.185472 8'-7'% Pf 2.524 1307 19'-7'% 24.22 5.6 18.709 Sprinkler, 5-0 Pe 207 19'-7'% 21.233 PO(5'-O) 13'-7'% Pv wo Route 9 AO 1.0490 24.58 9.12 120 0.190552 8'-7'% Pf 2.593 1305 19'-7'% 24.58 5.6 19.264 Sprinkler, 5-0 Pe 206 19'-7'% 21.857 PO(5'-O) 13'-7% Pv ® Route 10 BL 1.4420 25.07 4.92 120 0.041967 10'-0 Pf 0.420 1302 19'-7'% 25.07 5.6 20.041 Sprinkler Pe 1303 19'-7'% 20.460 10'-0 Pv BL 1.4420 50.40 9.90 120 0.152753 8'-6'% Pf 2.442 1303 19'-7'% 25.33 5.6 20.460 Sprinkler, 7'-5 Pe 205 19'-7'% 22.902 P0(7-5) 16-0 Pv a Route 11 CM 2.6350 25.57 1.50 120 0.002311 0'-11% Pf 0.002 1313 19'-7'% 25.57 5.6 20.847 Sprinkler Pe 211 19'-7'% 20.849 0'-11% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplierli Actual 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. 41nAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:49:51PM Page 6 Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend 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 BalV Ball Valve DR Drop Discharge gpm DY Dynamic Velocity fps BFP Backflow Preventer BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Si' Sprig Pt Total pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22WElbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (fig ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:49:51PM Page 7 iii!-Iydraulic Summary Job Number:1 Report Description:Ordinary Group II(#5) Job Job Number Design Engineer 1 Job Naive: Stale Certification/License Number - ---- Drawing1 Address l AHJ Address 2 Job Siksfiluildng Address 3 Drawing Name Tigard Self Storage-Level 3.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 24.00 at 18.367 Ordinary Group II Hose Allowance At Source Density Area of Application _... 250.00 0.20gpm/ft2 1500ft2(Actual 902ft2) Additional Hose Supplies Number SI Sprinklers Calculated Coverage Per Sprinkler Node Flow(gam) 20 130ft2 AuoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 485.58 735.58 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.62 between nodes 322 and 344 Maximum Velocity Under Ground 5.35 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1331.72ga1 5.38ga1 • Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) I (psi) 1 Water Supply 250.00 93.000 81.000 2093.50 91.267 t 735.58 86.745 4.522 • Contractor Contractor Number Contact Name Contact Title Name of Contractor: Phone Extension Address 1 _...._ FAX Address 2 E-mail Address 3 Web-Site �{ ©M.E.P.CAD,Inc. ii AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:14PM Page 1 NOD Hydraulic Graph Job Number:1 s - Report Description:Ordinary Group II(#5) Supply at Node 1 100 Static Pressure 93.000 90 485.58©86.745111-111 ` 735.58 with hose streams 093.50 81.000 80 70 60 y °- System demand curve 50 y w a� a` 40 30 20 10 0 () 800 1200 1600 20002400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Supply at Node 1 Statin.Pressure 93.000 Residual:Pressure 81.000 @ 2093.50 Available Pressure at Time of Test 91.267©735.58 system Demand 86.745 @ 485.58 System Demand(including Hose Allowance at Soma) 86.745 @ 735.58 /yy©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:15PM Page 2 do 1 Summary Of Outflowing Devices Job Number:1 Report Description:Ordinary Group II(#5) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1400 24.39 5.00 5.6 _ 18.965 _ Sprinkler 1401 24.19 5.00 5.6 18.660 Sprinkler 1402 24.09 5.00 5.6 18.511 prinkler 1403 24.06 5.00 5.6 18.456 Sprinkler 1404 24.06 5.00 5.6 18.454 Sprinkler 1405 _ 24.07 5.00 5.6 18.477 Sprinkler 1406 24.14 5.00 5.6 18.580 Sprinkler 1407 24.29 5.00 5.6 18.818 Sprinkler 1408 24.56 5.00 5.6 19.230 Sprinkler 1409 24.96 5.00 5.6 19.874 Sprinkler 1410 24.78 16.00 5.6 19.584 Sprinkler 1411 24.60 20.00 5.6 19.303 Sprinkler 1412 24.25 16.00 5.6 18.749 Sprinkler 1413 24.07 20.00 5.6 18.479 Sprinkler 1414 24.17 16.00 5.6 18.636 c> Sprinkler 1415 24.00 24.00 5.6 18.367 Sprinkler 1416 24.12 16.00 5.6 18.551 Sprinkler 1417 23.95 15.00 5.6 18.284 Sprinkler 1419 24.34 10.00 5.6 18.884 ___ Sprinkler 1459 24.49 16.00 5.6 19.122 I* Most Demanding Sprinkler Data k,©M.E.P.CAD,Inc. ':)-4 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:23PM Page 3 1- Node Analysis Job Number:1 glad Report Description:Ordinary Group II(#5) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -5'-0 S 86.745 485.58 1400 29'-8 Spr(-18.965) 18.965 24.39 1401 29'-8 Spr(-18.660) 18.660 24.19 1402 29'-8 Spr(-18.511) 18.511 24.09 1403 2W-8 Spr(-18.466) 18.468 24.06 -- 1404 29'-8 Spr(-18.454) 18.454 24.06 1405 29'-8 Spr(-18.477) 18.477 24.07 1406 29'-8 Spr(-18.580) 18.580 24.14 1407 29'-8 Spr(-18.818) 18.818 24.29 1408 29'-8 Spr(-19.230) 19.230 24.56 1409 29'-8 Spr(-19.874) 19.874 24.96 1410 29'-8 Spr(-19.584) 19.584 24.78 1411 29'-8 Spr(-19.303) 19.303 24.60 1412 29'-8 Spr(-18.749) 18.749 24.25 1413 29'-8 Spr(-18.479) 18.479 24.07 1414 29'-8 Spr(-18.636) 18.636 24.17 1415 29'-8 Spr(-18.367) 18.367 24.00 1416 29'-8 Spr(-18.551) 18.551 24.12 1417 29'-8 Spr(-18.284) 18.284 23.95 1419 29'-8 Spr(-18.884) 18.884 24.34 1459 29'-8 Spr(-19.122) 19.122 24.49 2 -5'-0 T(47'-3%) 86.669 3 -5'-0 BFP(-6.393) 86.174 4 -6-0 E(22'-1) 79.747 5 -5'-0 T(33'-5'/:) 79.597 6 -5'-0 E(21'-7) 79.446 7 -5'-0 E(22'-1) 79.203 8 -5'-0 E(21'-7) 78.474 9 -5'-0 78.319 10 1'-0 75.576 11 2'-41/2 P0(26'-4) 74.833 14 15'-0 P0(26'-4) 57.785 15 25'-0 P0(26'-4) 52.934 147 29'-8 fE(13'-2) 47.852 300 29'-8 PO(16'-5Y2) 45.176 301 29'-8 P0(16'-5%) 33.679 302 29'-8 33.420 303 29'-8 P0(16'-51/2) 30.338 304 29'-8 P0(7'-5) 28.037 305 29'-8 P0(5'-0) 28.825 306 29'-8 P0(5'-0) 28.727 307 29'-8 P0(16'-5%) 28.543 308 29'-8 P0(5'-0) 28.510 309 29'-8 P0(5-0) 28.486 310 29'-8 P0(5'-0) 28.443 311 29'-8 P0(5'-0) 28.419 312 29'-8 P0(5'-0) 28.397 313 29'-8 P0(5'-0) 28.352 314 29'-8 P0(5'-0) 28.328 315 29'-8 P0(5'-0) 28.306 316 29'-8 P0(5'-0) 28.261 317 29'-8 P0(5'-0) 28.238 318 29'-8 P0(5'-0) 28.218 319 29'-8 P0(16.-5'%). 27.403 320 29'-8 P0(16'-5%) 27.141 321 29'-8 P0(16'-512) 27.141 322 29'-8 P0(16'-5'/s) 26.862 323 29'-8 P0(16'-5%) 29.059 324 29'-8 P0(16'-5'/2) 30.601 325 29'-8 P0(16'-5%) 30.651 326 29'-8 P0(16'-5%) 31.755 327 29'-8 P0(16'-5'%) 29.711 [k,©M.E.P.CAD,Inc. J AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:25PM Page 4 1- Node Analysis \ Job Number:1 Report Description:Ordinary Group II(#5) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 328 29'-8 P0(16'-5'/:) 28.728 329 29'-8 P0(16'-5'/:) 26.210 330 29'-8 P0(5'-0) 20.511 331 29'-8 P0(7'-5) 20.297 332 29'-8 P0(5'-0) 20.182 333 29'-8 P0(5'-0) 20.023 334 29'-8 P0(7-5) 19.973 335 29'-8 P0(5'-0) 19.963 336 29'-8 P0(5'-0) 19.961 337 29'-8 P0(7'-5) 19.964 338 29'-8 P0(5'-0) 19.985 339 29'-8 P0(5'-0) 20.096 340 29'-8 P0(7'-5) 20.185 341 29'-8 P0(5'-0) 20.353 342 29'-8 P0(5'-0) 20.796 343 29'-8 P0(7'-5) 21.079 344 29'-8 P0(5'-0) 21.488 1500 29'-8 Spr 28.037 Sprinkler 1501 29'-8 Spr 28.037 Sprinkler 1502 29'-8 Spr 28.517 Sprinkler 1503 29'-8 Spr 7.000 Sprinkler 1504 29'-8 Spr 7.000 Sprinkler 1505 29'-8 Spr 7.000 Sprinkler 1506 29'-8 Spr 28.426 Sprinkler 1507 29'-8 Spr 7.000 Sprinkler 1508 29'-8 Spr 7.000 Sprinkler 1509 29'-8 Spr 7.000 Sprinkler 1510 29'-8 Spr 28.335 Sprinkler 1511 29'-8 Spr 7.000 Sprinkler 1512 29'-8 Spr 7.000 Sprinkler 1513„ 29'-8 Spr 7.000 Sprinkler 1514 29'-8 Spr 28.245 Sprinkler 1515 29'-8 Spr 7.000 Sprinkler 1516 29'-8 Spr 7.000 Sprinkler ©M.E.P.CAD,Inc. 4fi AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:25PM Page 5 e 47 4- Hydraulic AnalysisII Job Number:1 LA - Report Description:Ordinary Group II(#5) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ® Route 1 BL 1.4420 24.00 4.71 120 0.038715 6'-11 1 Pf 0.268 1415 29'-8 24.00 5.6 18.367 Sprinkler Pe 1414 29'-8 18.636 6'-11 Pv BL 1.4420 48.17 9.46 120 0.140509 2'-01A Pf 1.328 1414 29'-8 24.17 5.6 18.636 Sprinkler, 7'-5 Pe 337 29'-8 19.964 PO(T-5) 9'-5'/: Pv CM 2.6350 62.75 3.69 120 0.012164 1'-9 Pf 0.021 337 29'-8 14.58 19.964 Flow(q)from Route 7 Pe 338 29'-8 19.985 1'-9 Pv CM 2.6350 86.82 5.11 120 0.022178 5'-0 Pf 0.111 338 29'-8 24.07 19.985 Flow(q)from Route 9 Pe 339 29'-8 20.096 5'-0 Pv CM _ 2.6350 110.96 6.53 120 0.034916 2'-6% Pf 0.088 339 29'-8 24.14 20.096 Flow(q)from Route 11 Pe 340 29'-8 20.185 2'-6% Pv CM 2.6350 159.28 9.37 120 0.068149 2'-5'% Pf 0.168 340 29'-8 48.32 20.185 Flow(q)from Route 2 Pe 341 29'-8 20.353 2'-5%Pv CM 2.6350 183.58 10.80 120 0.088615 5'-0 Pf 0.443 341 29'-8 24.29 20.353 Flow(q)from Route 13 Pe 342 29'-8 20.796 5'-0 Pv CM 2.6350 208.13 12.25 120 0.111784 2'-6'% Pf 0.283 342 29'-8 24.56 20.796 Flow(q)from Route 16 Pe 343 29'-8 21.079 2'-6% Pv CM 2.6350 257.52 15.15 120 0.165748 2'-5% Pf 0.409 343 29'-8 49.39 21.079 Flow(q)from Route 3 Pe 344 29'-8 21.488 2'-5'%Pv CM 2.6350 282.48 16.62 120 0.196693 10'-10 Pf 5.374 344 29'-8 24.96 21.488 Flow(q)from Route 17 16'-5'% Pe 322 29'-8 26.862 P0(16'-5%) 27'-4 Pv CM 2.6350 208.76 12.28 120 0.112413 19'-6% Pf 2.197 322 29'-8 26.862 Pe 323 29'-8 29.059 19'-6'% Pv CM 2.6350 170.43 10.03 120 0.077237 19'-11'% Pf 1.542 323 29'-8 29.059 Pe 324 29'-8 30.601 19'-11% Pv CM 2.6350 197.41 11.61 120 0.101368 0'-6 Pf 0.051 324 29'-8 26.98 30.601 Flow(q)from Route 24 Pe 325 29'-8 30.651 0'-6 Pv CM 2.6350 144.96 8.53 120 0.057245 36'-5 Pf 3.028 325 29'-8 30.651 16'-5% Pe 301 29'-8 33.679 P0(16.-5%) 52'-11 Pv CM 2.6350 245.06 14.42 120 0.151215 59'-6%z Pf 11.496 301 29'-8 100.10 33.679 Flow(q)from Route 19 16'-5% Pe 300 29'-8 45.176 PO(16'-5'/z) 76'-0'% Pv CM 4.24410 485.58 10.93 120 0.051643 12'-4 Pf 2.676 300 29 240.52 45.176 Flow(q)from Route 4 39'-6 Pe 0.000 147 29'-8 47.852 fE(13'-2) 51'-10 Pv CM 4.2600 484.03 10.90 120 0.051339 3'-11'% Pf 3.059 147 29'-8 47.852 55'-3% Pe 2.023 15 25'-0 52.934 f(-0.000),BV(15'-9%),fE(13'-2), 59'-3 Pv P0(26'-4) ST 4.2600 485.58 10.93 120 0.051643 10'-0 Pf 0.516 15 25'-0 1.55 52.934 Flow(q)from Route 18 Pe 4.335 14 15'-0 57.785 10'-0 Pv ST 4.2600 485.58 10.93 120 0.051643 47'-6 Pf 11.565 14 15'-0 57.785 176'-5% Pe 5.482 11 2'-4'% 74.833 2P0(26'-4),5fE(13'-2),2BV(15'- 223'-11'% Pv 9%),fT(26'-4),WET BOR CM 6.3570 485.58 4.91 120 0.007352 3'-8 Pf 0.156 11 2'-4% 74.833 17'-7 Pe 0.587 10 1'-0 75.576 fE(17'-7) 21'-3 Pv UG 6.3570 485.58 4.91 1500.004865 12'-0 Pf 0.142 10 1'-0 75.576 17'-1 Pe 2.601 9 -5'-0 78.319 LtE(17'-1) 29'-1 Pv 0�©M.E.P.CAD,Inc. ,?? AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:26PM Page 6 ill- Hydraulic Analysis 1 Job Number:1 Report Description:Ordinary Group II(#5) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length UG 6.0900 485.58 5.35 150 0.005996 4'-3 Pf 0.155 9 -5'-0 78.319 21'-7 Pe -0.000 8 -5'-0 78.474 E(21'-7) 25-10 Pv UG 6.2800 485.58 5.03 140 0.005866 102'-2'/z Pf 0.729 8 -5'-0 78.474 22'-1 Pe 7 -6'-0 79.203 E(22'-1) 124'-3% Pv UG 6.0900 485.58 5.35 150 0.005996 18'-11 Pf 0.243 7 -5-0 79.203 21'-7 Pe 6 -5-0 79.446 E(21'-7) 40'-6 Pv UG 6.2800 485.58 5.03 150 0.005163 29'-4'/z P• f 0.152 6 -5'-0 79.446 Pe 5 -5'-0 79.597 29'-4'/2 Pv UG 6.2800 485.58 5.03 140 0.005866 3'-5 Pf 0.150 5 -5'-0 79.597 22'-1 Pe 4 -5'-0 79.747 E(22'-1) 25'-6 Pv UG 6.0900 485.58 5.35 150 0.005996 5'-9 Pf 6.428 4 -5-0 79.747 Pe 3 -5'-0 86.174 BFP(-6.393) 5'-9 Pv UG 6.2800 485.58 5.03 140 0.005866 37'-0'/z Pf 0.495 3 -5'-0 86.174 47'-3% P• e 2 -5-0 86.669 T(47'-3'/z) 84'-3'/z Pv UG 8.3900 485.58 2.82 140 0.001431 53.-4 Pf 0.076 2 -5'-0 86.669 Pe 1 -5'-0 86.745 S 53'-4 Pv 250.00 Hose Allowance At Source 1 735.58 fib Route 2 BL 1.4420 24.07 4.73 120 0.038933 6'-11 Pf 0.270 1413 29'-8 24.07 5.6 18.479 Sprinkler Pe 1412 29'-8 18.749 6'-11 Pv BL 1.4420 48.32 9.49 120 0.141300 2'-8'/z P• f 1.436 1412 29'-8 24.25 5.6 18.749 Sprinkler, 7'-5 Pe 340 29'-8 20.185 PO(T-5) 10'-2 Pv GO Route 3 BL 1.4420 24.60 4.83 120 0.040537 6'-11 Pf 0.281 1411 29'-8 24.60 5.6 19.303 Sprinkler Pe 1410 29'-8 19.584 6'-11 Pv BL 1.4420 49.39 9.70 120 0.147116 2'-8'/z Pf 1.495 1410 29'-8 24.78 5.6 19.584 Sprinkler, 7'-5 Pe 343 29'-8 21.079 PO(T-5) 10'-2 Pv GO Route 4 BL 1.4420 48.06 9.44 120 0.139918 2'-8'/z Pf 1.422 1416 29'-8 23.95 5.6 18.551 Sprinkler„Flow(q)from Route 6 7'-5 Pe -0.000 334 29'-8 19.973 PO(T-5) 10'-2 Pv CM 2.6350 81.60 4.80 120 0.019774 2'-61z P• f 0.050 334 29'-8 33.54 19.973 Flow(q)from Route 8 Pe 333 29'-8 20.023 2'-6'/z P• v CM 2.6350 105.70 6.22 120 0.031912 5'-0 Pf 0.160 333 29'-8 24.09 20.023 Flow(q)from Route 10 Pe 332 29'-8 20.182 5'-0 Pv CM 2.6350 129.89 7.64 120 0.046724 2'-5%z Pf 0.115 332 29'-8 24.19 20.182 Flow(q)from Route 12 Pe 331 29'-8 20.297 2'-5'/z Pv CM 2.6350 178.71 10.51 120 0.084319 2'-6'/z P• f 0.213 331 29'-8 48.82 20.297 Flow(q)from Route 5 Pe 330 29'-8 20.511 2'-6%z Pv CM 2.6350 203.10 11.95 120 0.106832 24'-6 Pf 5.699 330 29'-8 24.39 20.511 Flow(q)from Route 15 28'-10 Pe -0.000 329 29'-8 26.210 fE(8'-3),Ee2(4'-1'/z),PO(16'-5'/z) 53'-4 Pv CM 2.6350 149.73 8.81 120 0.060785 24'-11'% Pf 2.519 329 29'-8 26.210 16'-5'/z P• e 328 29'-8 28.728 P0(16'-5%) 41'-5'/z Pv CM 2.6350 149.73 8.81 120 0.060785 16'-2 Pf 0.983 328 29'-8 28.728 Pe 327 29'-8 29.711 16'-2 Pv K©M.E.P.CAD,Inc. ,0 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:26PM Page 7 if Hydraulic Analysis Job Number:1 +i: - Report Description:Ordinary Group II(#5) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 188.07 11.06 120 0.092666 22'-0'/z Pf 2.044 327 29'-8 38.33 29.711 Flow(q)from Route 20 Pe 326 29'-8 31.755 22'-0'/Z Pv CM 2.6350 240.52 14.15 120 0.146081 54'-9'/z Pf 13.420 326 29'-8 52.46 31.755 Flow(q)from Route 25 37'-1 Pe 0.000 300 29'-8 45.176 2P0(16'-5'/z),Ee2(4'-1'/z) 91-10'% Pv WO Route 5 BL 1.4420 48.82 9.59 120 0.144029 0'-81/2 Pf 1.175 1459 29'-8 24.34 5.6 19.122 Sprinkler„Flow(q)from Route 7-5 Pe 331 29'-8 20.297 14 8'-2 Pv P0(7-5) + Route 6 BL 1.4420 23.95 4.70 120 0.038552 6'-11 Pf 0.267 1417 29'-8 23.95 5.6 18.284 Sprinkler Pe 1416 29'-8 18.551 6'-11 Pv Gil Route 7 AO 1.0490 24.06 8.93 120 0.183132 3'-3 Pf 1.507 1404 29'-8 24.06 5.6 18.454 Sprinkler, 5'-0 Pe 336 29'-8 19.961 P0(5'-0) 8'-3 Pv CM 2.6350 14.58 0.86 120 0.000817 3'-3 Pf 0.003 336 29'-8 19.961 Pe 337 29'-8 19.964 3'-3 Pv as Route 8 AO 1.0490 24.06 8.93 120 0.183147 3'-3 Pf 1.507 1403 29'-8 24.06 5.6 18.456 Sprinkler, 5'-0 Pe 335 29'-8 19.963 PO(6-0) 8'-3 Pv CM 2.6350 33.54 1.97 120 0.003817 2'-5'/z Pf 0.009 335 29'-8 9.48 19.963 Flow(q)from Route 26 Pe 334 29'-8 19.973 2'-5'/z Pv ww Route 9 AO 1.0490 24.07 8.94 120 0.183337 3'-3 Pf 1.509 1405 29'-8 24.07 5.6 18.477 Sprinkler, 5'-0 Pe 338 29'-8 19.985 PO(6-0) 8'-3 Pv oh Route 10 AO 1.0490 24.09 8.94 120 0.183655 3'-3 Pf 1.511 1402 29'-8 24.09 5.6 18.511 Sprinkler, 5'-0 Pe 333 29'-8 20.023 P0(5'-0) 8'-3 Pv Gilt Route 11 AO 1.0490 24.14 8.96 120 0.184283 3'-3 Pf 1.516 1406 29'-8 24.14 5.6 18.580 Sprinkler, 5'-0 Pe 339 29'-8 20.096 P0(5'-0) 8'-3 Pv ill Route 12 AO 1.0490 24.19 8.98 120 0.185016 3'-3 Pf 1.523 1401 29'-8 24.19 5.6 18.660 Sprinkler, 5'-0 Pe 332 29'-8 20.182 P0(5'-0) 8'-3 Pv Gill Route 13 AO 1.0490 24.29 9.02 120 0.186471 3'-3 Pf 1.535 1407 29'-8 24.29 5.6 18.818 Sprinkler, 5'-0 Pe 341 29'-8 20.353 P0(5'-0) 8'-3 Pv = Route 14 BL 1.4420 24.34 4.78 120 0.039721 6'-0 Pf 0.238 1419 29'-8 24.34 5.6 18.884 Sprinkler Pe 1459 29'-8 19.122 6-0 Pv v Route 15 AO 1.0490 24.39 9.05 120 0.187818 3'-3 Pf 1.546 1400 29'-8 24.39 5.6 18.965 Sprinkler, 5'-0 Pe 330 29'-8 20.511 P0(5'-0) 8'-3 Pv Gib Route 16 AO 1.0490 24.56 9.12 120 0.190245 3'-3 Pf 1.566 1408 29'-8 24.56 5.6 19.230 Sprinkler, 5'-0 Pe 342 29'-8 20.796 P0(5'-0) 8'-3 Pv iiili Route 17 AO 1.0490 24.96 9.27 120 0.196128 3'-3 Pf 1.614 1409 29'-8 24.96 5.6 19.874 Sprinkler, 5'-0 Pe 344 29'-8 21.488 P0(6-0) 8'-3 Pv Iwo Route 18 k,©M.E.P.CAD,Inc. 4 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:26PM Page 8 I- Hydraulic Analysis 1 Job Number:1 Report Description:Ordinary Group II(#5) Pipe Type Diameter Flow Velocity HWC _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 4.2600 1.55 0.03 120 0.000001 4'-5 Pf 3.059 147 29'-8 47.852 fE(13'-2) 124'-1'/z Pe 2.023 15 25'-0 52.934 2P0(26'-4),2f(-0.000),Z,GIoV, 128'-6'/z Pv P0(3'-0),BV(15'-9'/z),fE(13'-2) ,-+ Route 19 CM 2.6350 53.54 3.15 120 0.009068 2'-2 Pf 0.020 318 29'-8 53.54 28.218 Flow(q)from Route 22 Pe 317 29'-8 28.238 2'-2 Pv CM 2.6350 53.54 3.15 120 0.009068 0'-9'/: Pf 0.007 317 29'-8 28.238 Pe 1514 29'-8 28.245 0'-9Yz Pv CM 2.6350 53.54 3.15 120 0.009068 1'-10 Pf 0.017 1514 29'-8 5.6 28.245 Pe 316 29'-8 28.261 1'-10 Pv CM 2.6350 53.54 3.15 120 0.009068 5'-0 Pf 0.045 316 29'-8 28.261 Pe 315 29'-8 28.306 5'-0 Pv CM 2.6350 53.54 3.15 120 0.009068 2'-41/z Pf 0.022 315 29'-8 28.306 Pe 314 29'-8 28.328 2'-4/2 Pv CM 2.6350 53.54 3.15 120 0.009068 0'-9'% Pf 0.007 314 29'-8 28.328 Pe 1510 29'-8 28.335 0'-9'%Pv CM 2.6350 53.54 3.15 120 0.009068 1'-10 Pf 0.017 1510 29'-8 5.6 28.335 Pe 313 29'-8 28.352 1'-10 Pv CM 2.6350 53.54 3.15 120 0.009068 5'-0 Pf 0.045 313 29'-8 28.352 Pe 312 29'-8 28.397 5'-0 Pv CM 2.6350 53.54 3.15 120 0.009068 2'-4'% Pf 0.022 312 29'-8 28.397 Pe 311 29'-8 28.419 2'-4'%Pv CM 2.6350 53.54 3.15 120 0.009068 0'-9'% Pf 0.007 311 29'-8 28.419 Pe 1506 29'-8 28.426 0'-9% Pv CM 2.6350 53.54 3.15 120 0.009068 1'-10 Pf 0.017 1506 29'-8 5.6 28.426 Pe 310 29'-8 28.443 1'-10 Pv CM 2.6350 53.54 3.15 120 0.009068 4'-9'% Pf 0.043 310 29'-8 28.443 Pe 309 29'-8 28.486 4'-9'%Pv CM 2.6350 53.54 3.15 120 0.009068 2'-7 Pf 0.024 309 29'-8 28.486 Pe 308 29'-8 28.510 2'-7 Pv CM 2.6350 53.54 3.15 120 0.009068 0'-9'% Pf 0.007 308 29'-8 28.510 Pe 1502 29'-8 28.517 0'-9% Pv CM 2.6350 53.54 3.15 120 0.009068 2'-11 Pf 0.027 1502 29'-8 5.6 28.517 Pe 307 29'-8 28.543 2'-11 Pv _CM 2.6350 127.08 7.48 120 0.044875 4'-1'% Pf 0.184 307 29'-8 73.54 28.543 Flow(q)from Route 21 Pe 306 29'-8 28.727 4'-1% Pv CM 2.6350 127.08 7.48 120 0.044875 2'-2 Pf 0.098 306 29'-8 28.727 Pc 305 29'-8 28.825 2'-2 Pv CM 2.6350 127.08 7.48 120 0.044875 33'-8'% Pf 1.513 305 29'-8 28.825 Pe 303 29'-8 30.338 33'-8'% Pv CM 2.6350 100.10 5.89 120 0.028858 98'-6% Pf 3.082 303 29'-8 30.338 8'-3 Pe 302 29'-8 33.420 fE(8'-3) 106'-9% Pv CM 2.6350 100.10 5.89 120 0.028858 9'-0 Pf 0.259 302 29'-8 33.420 Pe 301 29'-8 33.679 9'-0 Pv eill Route 20 k©M.E.P.CAD,Inc. ,i5 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:26PM Page 9 +� Hydraulic Analysis 1 Job Number:1 il I Report Description:Ordinary Group II(#5) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DY 2.6350 38.33 2.26 120 0.004887 96-4 Pf 0.652 323 29'-8 29.059 P0(16'-51/2) 37-1 Pe -0.000 327 29'-8 29.711 Ee2(4'-1'/z),P0(16.-5%) 133'-41/2 Pv ai Route 21 CM 2.6350 73.72 4.34 120 _ 0.016386 0'-6 Pf 0.278 322 29'-8 208.76 26.862 Flow(q)from Route 1 16'-51/2 Pe 321 29'-8 27.141 P0(16.-5'%) 16-111/2 Pv CM 2.6350 73.54 4.33 120 0.016313 54'-111/2 Pf 0.897 321 29'-8 27.141 Pe -0.000 304 29'-8 28.037 54'-111/2 Pv CM 2.6350 73.54 __ 4.33 120 0.016313 14'-61/2 Pf 0.506 304 29'-8 28.037 16'-51/2 Pe 0.000 307 29'-8 28.543 P0(16.-5'%) 31'-0 Pv IMP Route 22 CM 2.6350 53.54 3.15 120 0.009068 12'-6 Pf 0.263 320 29'-8 0.18+53.36 27.141 Flow(q)from Route 23 and 27 16-5% Pe 319 29'-8 27.403 P0(16-51/2) 29'-0 Pv CM 2.6350 53.54 3.15 120 0.009068 73'-4 Pf 0.814 319 29'-8 27.403 16'-51/2 Pe 318 29'-8 28.218 P0(16'-5'%) 89'-91/2 Pv go Route 23 CM 2.6350 0.18 0.01 120 0.000000 27'-21/2 Pf 0.000 321 29'-8 27.141 P0(16'-5'%) 16'-51/2 Pe 320 29'-8 27.141 43'-8 Pv +m Route 24 CM 2.6350 26.98 1.59 120 0.002552 69'-10'/ Pf 0.262 303 29'-8 30.338 P0(16-5%) 32'-11% Pe 324 29'-8 30.601 P0(16-51/2) 102'-10 Pv = Route 25 CM 2.6350 52.46 3.09 120 0.008732 89'-41/2 Pf 1.104 325 29'-8 30.651 P0(16'-51/2) 37'-1 Pe -0.000 326 29'-8 31.755 Ee2(4'-1'%),P0(16-5%) 126'-5 Pv ww Route 26 CM 2.6350 9.48 0.56 120 0.000369 5'-0 Pf 0.002 336 29'-8 14.58 19.961 Flow(q)from Route 7 Pe 335 29'-8 19.963 5'-0 Pv = Route 27 CM 2.6350 53.36 3.14 120 0.009012 82'-81/2 Pf 0.931 329 29'-8 149.73 26.210 Flow(q)from Route 4 20'-7 Pe 0.000 320 29'-8 27.141 Ee2(4'-1'%),P0(16-5%) 103'-3'% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) - ` CValue Multiplier Actual 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 A,©M.E.P.CAD,Inc. ,)i AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:26PM Page 10 ita Hydraulic Analysis Job Number:1 Report Description:Ordinary Group II(#5) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SP Sri Pt Total pressure at a point in a pipe Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11'/,°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 Ho Hose 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 Reducing Valve PrV Pressure Relief 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 �{ ©M.E.P.CAD,Inc. MAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:41:26PM Page 11 � _44Hydraulic Summary Job Number:1 Report Description:Ordinary Group II(#6) Job Job Number Design Engineer 1 Job Name: State Certification/License Number Drawing Address 1 Ary,) Address 2 Job Sitaubuiding Address 3 Drawing Name Tigard Self Storage-Level 3.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Hose Allowance At Source --- Density Area of Application 250.00 0.20gpm/ft2 1500ft2(Actual 933ft2) Additional Hose Supplies Number Of SprinldM Calculated Coverage Per Sprinkler Node Flow(oam) 17 130ft2 AutoPeak Resets:Pressure For Remote Area(s)Adjacent To Most Remote Area Left:84.012 Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 453.57 703.57 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.29 between nodes 307 and 1502 Maximum Velocity Under Ground 5.00 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pitres 1331.72ga1 5.38ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 93.000 81.000 2093.50 91.404 703.57 84.012 7.392 s Y as W Contractor Contractor Number Contact Name Contact Title Name of Contractor: Phone Extension Addreaa t FAX Address 2 E-mail Address 3 Web-Site �{ ©M.E.P.CAD,Inc. t.$AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:01 PM Page 1 Hydraulic Graph Job Number:1 Report Description:Ordinary Group II(#6) Supply at Node 1 100 Static Pressure 93.000 90 .57 @ 84.012 703.57 with hose streams 093.50 @ 81.000 80 70 60 it a E. 50 ] System demand curve a) to N N 40 30 20 10 0 i i i 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydreullc Graph Supply at Node 1 Static:Pressure 93.000 Residual:Pressure 81.000 @ 2093.50 Available Pressure at Time of Test 91.404 703.57 system Demand 84.012 @ 453.57 System Demand(noudlrq!lose me et Source) 84.012 @ 703.57 ©M.E.P.CAD,Inc. 411 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:02PM Page 2 ._ di Summary Of Outflowing Devices Job Number:1 Report Description:Ordinary Group II(#6) Actual Flow Minimum Flow I K-Factor I Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1500 27.92 26.00 5.6 24.865 Sprinkler 1501 27.74 26.00 5.6 24.539 Sprinkler 1502 28.16 5.00 5.6 25.293 Sprinkler 1503 26.66 26.00 5.6 22.664 Sprinkler 1504 26.44 5.00 5.6 22.294 Sprinkler 1505 26.18 5.00 5.6 21.862 Sprinkler 1506 27.56 5.00 5.6 24.228 Sprinkler 1507 26.13 26.00 5.6 21.769 Sprinkler 1508 26.04 5.00 5.6 21.616 Sprinkler 1509 25.97 5.00 5.6 21.509 Sprinkler 1510 27.41 5.00 5.6 23.955 c7J' Sprinkler 1511 26.00 26.00 5.6 21.556 Sprinkler 1512 25.96 5.00 5.6 21.484 Sprinkler 1513 25.96 5.00 5.6 21.489 Sprinkler 1514 27.41 5.00 5.6 23.965 Sprinkler 1515 26.01 26.00 5.6 21.579 Sprinkler 1516 26.00 5.00 5.6 21.560 c Most Demanding Sprinkler Data _ ..T. ... _ �,©M.E.P.CAD,Inc. i0 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:09PM Page 3 1-4) Node Analysis Job Number:1 Report Description:Ordinary Group II(#6) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -5'-0 S 84.012 453.57 1500 29'-8 Spr(-24.865) 24.865 27.92 1501 29'-8 Spr(-24.539) 24.539 27.74 1502 29'-8 Spr(-25.293) 25.293 28.16 1503 29'-8 Spr(-22.664) 22.664 26.66 1504 29'-8 Spr(-22.294) 22.294 26.44 1505 29'-8 Spr(-21.862) 21.862 26.18 1506 29'-8 Spr(-24.228) 24.228 27.56 1507 29'-8 Spr(-21.769) 21.769 26.13 1508 29'-8 Spr(-21.616) 21.616 26.04 1509 29'-8 Spr(-21.509) 21.509 25.97 1510 29'-8 Spr(-23.955) 23.955 27.41 1511 29'-8 Spr(-21.556) 21.556 26.00 1512 29'-8 Spr(-21.484) 21.484 25.96 1513 29'-8 Spr(-21.489) 21.489 25.96 1514 29'-8 Spr(-23.965) 23.965 27.41 1515 29'-8 Spr(-21.579) 21.579 26.01 1516 29'-8 Spr(-21.560) 21.560 26.00 2 -5'-0 T(47'-3%) 83.945 3 -5'-0 BFP(-6.317) 83.509 4 -5'-0 E(22'-1) 77.161 5 -5'-0 T(33'-5%) 77.029 6 -5'-0 E(21'-7) 76.896 7 -5-0 E(22'-1) 76.682 8 -5-0 E(21'-7) 76.039 9 -5'-0 75.902 10 1'-0 73.177 11 2'-4% P0(26'-4) 72.452 14 15'-0 P0(26'-4) 56.775 15 25-0 P0(26'-4) 51.984 147 29'-8 fE(13'-2) 47.265 300 29'-8 P0(16'-5%) 44.906 301 29'-8 P0(16'-5%) 34.195 302 29'-8 33.862 303 29'-8 P0(16.-51/2) 29.898 304 29'-8 P0(7'-5) 26.435 305 29'-8 P0(5-0) 26.486 306 29'-8 P0(5'-0) 26.265 307 29'-8 P0(16'-5%) 25.850 308 29'-8 P0(5-0) 25.173 309 29'-8 P0(5'-0) 24.845 310 29'-8 P0(5'-0) 24.368 311 29'-8 P0(5-0) 24.185 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 29'-8 P0(5-0) 24.095 29'-8 PO(5'-0) 23.978 29'-8 P0(5-0) 23.951 29'-8 PO(5'-0) 23.950 29'-8 P0(5-0) 23.955 29'-8 P0(5-0) 23.977 29'-8 PO(5'-0) 24.034 29'-8 PO(16'-5'/x) 28.395 29'-8 P0(15-5%) 29.585 29'-8 P0(16.-5%) 30.032 29'-8 P0(16.-5%) 30.080 29'-8 PO(P0(16'-5%) 31.343 29'-8 PO(P0(15-5%)P0(15-5%) 31.976 29'-8 PO(16'-5'/z) 32.022 29'-8 P0(16'-5%) 33.746 29'-8 PO(16'P0(16.-5%) 32.384 29'-8 P0(16'-5'%) 31.905 29'-8 P0(16'-5'%) 30.676 330 29'-8 P0(5-0) 30.423 (�©M.E.P.CAD,Inc. ;) AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:11 PM Page 4 1- Node AnalysisII Job Number 1 Report Description:Ordinary Group II(#6) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 331 _ 29'-8 PO(7-5) 30.411 332 29'-8 P0(5'-0) 30.400 333 29'-8 P0(5'-0) 30.376 334 29'-8 P0(7'-5) 30.364 335 29'-8 P0(5'-0) 30.352 336 29'-8 P0(5'-0) 30.328 337 29'-8 P0(7'-5) 30.313 338 29'-8 P0(5'-0) 30.305 339 29'-8 P0(5'-0) 30.281 340 29'-8 P0(7'-5) 30.269 341 29'-8 P0(5'-0) 30.257 342 29'-8 P0(5'-0) 30.234 343 29'-8 P0(7.-5) 30.222 344 29'-8 P0(5'-0) 30.210 1400 29'-8 Spr 7.000 Sprinkler 1401 29'-8 Spr 7.000 Sprinkler 1402 29'-8 Spr 7.000 Sprinkler 1403 29'-8 Spr 7.000 Sprinkler 1404 29'-8 Spr 7.000 Sprinkler 1405 29'-8 Spr 7.000 Sprinkler 1406 29'-8 Spr 7.000 Sprinkler 1407 29'-8 Spr 7.000 Sprinkler 1408 29'-8 Spr 7.000 Sprinkler 1409 29'-8 Spr 7.000 Sprinkler 1410 29'-8 Spr 30.222 Sprinkler 1411 29'-8 Spr 30.222 Sprinkler 1412 29'-8 Spr 30.269 Sprinkler 1413 29'-8 Spr 30.269 Sprinkler 1414 29'-8 Spr 30.313 Sprinkler 1415 29'-8 Spr 30.313 Sprinkler 1416 29'-8 Spr 30.364 Sprinkler 1417 29'-8 Spr 30.364 Sprinkler 1419 29'-8 Spr 30.411 Sprinkler k,©M.E.P.CAD,Inc. ia AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:11 PM Page 5 &i Hydraulic Analysis I Job Number:1 Report Description:Ordinary Group II(#6) Pipe Type ____ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length -. Route 1 AO 1.0490 26.00 _ 9.65 120 0.211435 6'-4 Pf 2.395 1511 29'-8 26.00 5.6 21.556 Sprinkler, 5-0 Pe 314 29'-8 23.951 P0(5-0) 11'-4 Pv CM 2.6350 36.26 2.13 120 0.004410 0'-9'% Pf 0.003 314 29'-8 10.26 23.951 Flow(q)from Route 6 Pe 1510 29'-8 23.955 0'-9% Pv CM 2.6350 63.67 3.75 120 0.012495 V-10 Pf 0.023 1510 29'-8 27.41 5.6 23.955 Sprinkler Pe 313 29'-8 23.978 1'-10 Pv CM 2.6350 89.64 5.27 120 0.023529 5'-0 Pf 0.118 313 29'-8 25.97 23.978 Flow(q)from Route 8 Pe 312 29'-8 24.095 5-0 Pv CM 2.6350 _ 115.68 6.81 120 0.037711 2'-4% Pf 0.090 312 29'-8 26.04 24.095 Flow(q)from Route 10 Pe 311 29'-8 24.185 2'-4% Pv CM 2.6350 141.81 8.34 120 0.054965 0'-9% N 0.043 311 29'-8 26.13 24.185 Flow(q)from Route 3 Pe 1506 29'-8 24.228 0'-9%Pv CM 2.6350 169.37 9.96 120 0.076349 1'-10 Pf 0.140 1506 29'-8 27.56 5.6 24.228 Sprinkler Pe 310 29'-8 24.368 1'-10 Pv _CM 2.6350___ 195.55 11.51 120 0.099609 4'-9% Pf 0.477 310 29'-8 26.18 24.368 Flow(q)from Route 11 Pe 309 29'-8 24.845 4'-9%Pv CM 2.6350 222.00 13.06 120 0.125947 2'-7 Pf 0.328 309 29'-8 26.44 24.845 Flow(q)from Route 12 Pe 308 29'-8 25.173 2'-7 Pv CM 2.6350 248.66 14.63 120 0.155349 0'-9'% Pf 0.120 308 29'-8 26.66 25.173 Flow(q)from Route 4 Pe 1 1502 29'-8 25.293 0'-9% Pv CM 2.6350 276.82 16.29 120 0.189459 2'-11 Pf 0.557 1502 29'-8 28.16 5.6 25.293 Sprinkler Pe 307 29'-8 25.850 2'-11 Pv CM 2.6350 197.25 11.60 120 0.101211 4'-1'% Pf 0.415 307 29'-8 25.850 Pe 306 29'-8 26.265 4.-1% Pv CM 2.6350 197.25 11.60 120 0.101211 2'-2 Pf 0.221 306 29'-8 26.265 Pe 305 29'-8 26.486 2'-2 Pv CM 2.6350 197.25 11.60 120 0.101211 33'-81/2 Pf 3.412 305 29'-8 26.486 Pe 303 29'-8 29.898 33'-8'% Pv CM 2.6350 114.69 6.75 120 0.037117 98'-61/2 Pf 3.964 303 29'-8 29.898 8'-3 Pe 302 29'-8 33.862 fE(8'-3) 106'-9'%Pv CM 2.6350 114.69 6.75 120 0.037117 9'-0 Pf 0.334 302 29'-8 33.862 Pe 301 29'-8 34.195 9'-0 Pv CM 2.6350 235.86 13.88 120 0.140884 59.-61/2 Pf 10.711 301 29'-8 121.17 34.195 Flow(q)from Route 2 16'-5% Pe 300 29'-8 44.906 P0(16-5%) 76'-0% Pv CM 4.2600 453.57 10.21 __ 120 0.045522 12'-4 Pf 2.359 300 29'-8 217.71 44.906 Flow(q)from Route 14 39'-6 Pe 0.000 147 29'-8 47.265 fE(13,-2) 51'-10 Pv CM 4.2600 452.12 10.18 120 0.045254 3'-111/2 Pf 2.696 147 29'-8 47.265 55-3% Pe 2.023 15 25-0 51.984 f(-0.000),BV(15-9%),fE(13'-2), 59'-3 Pv P0(26'-4) ST 4.2600 453.57 10.21 120 0.045522 10'-0 Pf 0.455 15 25-0 1.44 51.984 Flow(q)from Route 13 Pe 4.335 14 15'-0 56.775 10'-0 Pv ST 4.2600 453.57 10.21 120 0.045522 47-6 Pf 10.194 14 15-0 56.775 176'-5% Pe 5.482 11 2'-4% 72.452 2P0(26'-4),5fE(13'-2),2BV(15'- 223'-11'% Pv 9%),fT(26'-4),WET BOR ©M.E.P.CAD,Inc. i0 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:12PM Page 6 14 Il Hydraulic Analysis 1 Job Number:1 Report Description:Ordinary Group II(#6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length 'Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 6.3570 453.57 4.58 120 0.006480 3'-8 Pf 0.138 11 2'-41/2 72.452 17-7 Pe 0.587 10 1'-0 73.177 fE(17'-7) 21'-3 Pv UG 6.3570 453.57 4.58 150 0.004289 12'-0 Pf 0.125 10 1'-0 73.177 17-1 Pe 2.601 9 -5'-0 75.902 LtE(17'-1) 29'-1 Pv UG 6.0900 453.57 5.00 150 0.005285 4'-3 Pf 0.137 9 -5-0 75.902 21'-7 Pe -0.000 8 -5-0 76.039 E(21'-7) 25'-10 Pv UG 6.2800 453.57 4.70 140 0.005170 102'-2% Pf 0.643 8 -5-0 76.039 22'-1 Pe 7 -5-0 76.682 E(22'-1) 124'-3% Pv UG 6.0900 453.57 5.00 150 0.005285 18'-11 Pf 0.214 7 -5-0 76.682 21'-7 Pe 6 -5-0 76.896 E(21'-7) 40'-6 Pv UG 6.2800 453.57 4.70 150 0.004551 29'-4%z Pf 0.134 6 -5-0 76.896 Pe 5 -5'-0 77.029 29'-4% Pv UG 6.2800 453.57 4.70 140 0.005170 3'-5 Pf 0.132 5 -5-0 77.029 22'-1 Pe 4 -5'-0 77.161 E(22'-1) 25'-6 Pv UG 6.0900 453.57 5.00 150 0.005285 5'-9 Pf 6.348 4 -5'-0 77.161 Pe 3 -5'-0 83.509 BFP(-6.317) 5'-9 Pv UG 6.2800 453.57 4.70 140 0.005170 37-0'% Pf 0.436 3 -5'-0 83.509 47'-3'% Pe 2 -5-0 83.945 T(47,-3%,) 84'-3'% Pv UG 8.3900 453.57 2.63 140 0.001261 55-4 Pf 0.067 2 -5'-0 83.945 Pe 1 -5-0 84.012 S 55-4 Pv 250.00 Hose Allowance At Source 1 703.57 Route 2 AO 1.0490 26.01 9.66 120 0.211644 6'-4 Pf 2.398 1515 29'-8 26.01 5.6 21.579 Sprinkler, 5-0 Pe 317 29'-8 23.977 PO(5-0) 11'-4 Pv CM 2.6350 95.08 5.59 120 0.026238 2'-2 Pf 0.057 317 29'-8 69.07 23.977 Flow(q)from Route 7 Pe 318 29'-8 24.034 2'-2 Pv CM 2.6350 121.08 7.12 120 0.041036 73'-4 Pf 4.361 318 29'-8 26.00 24.034 Flow(q)from Route 9 32'-11% Pe 319 29'-8 28.395 2P0(16'-5%) 106'-3'% Pv CM 2.6350 121.08 7.12 120 0.041036 12'-6 Pf 1.190 319 29'-8 28.395 16'-5'% Pe 320 29'-8 29.585 P0(16'-5%) 29'-0 Pv CM 2.6350 57.20 3.37 120 0.010249 27'-2'% Pf 0.448 320 29'-8 29.585 P0(16.-5%) 16'-5'% Pe 321 29'-8 30.032 43'-8 Pv CM 2.6350 192.44 11.32 120 0.096693 0'-6 Pf 0.048 321 29'-8 135.24 30.032 Flow(q)from Route 5 Pe rift 322 29'-8 30.080 0'-6 Pv CM 2.6350 154.73 9.10 120 0.064593 19'-6'% Pf 1.262 322 29'-8 30.080 Pe 323 29'-8 31.343 19'-6'% Pv CM 2.6350 105.35 6.20 120 0.031721 19'-11% Pf 0.633 323 29'-8 31.343 Pe 324 29'-8 31.976 15-11% Pv CM 2.6350 187.91 11.06 120 0.092527 0'-6 Pf 0.046 324 29'-8 82.56 31.976 Flow(q)from Route 20 Pe 325 29'-8 32.022 0'-6 Pv CM 2.6350 121.17 7.13 120 0.041089 36'-5 Pf 2.173 325 29'-8 32.022 16'-5'% Pe 301 29'-8 34.195 P0(16'-5%) 52'-11 Pv GIP Route 3 AO 1.0490 26.13 9.70 120 0.213361 6'-4 Pf 2.417 1507 29'-8 26.13 5.6 21.769 Sprinkler, 5'-0 Pe 311 29'-8 24.185 PO(5'-0) 11'-4 Pv k,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:12PM Page 7 Hydraulic Analysis I Job Number:1 411 - Report Description:Ordinary Group II(#6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length GI Route 4 AO 1.0490 26.66 9.90 120 0.221469 6-4 Pf 2.509 1503 29'-8 26.66 5.6 22.664 Sprinkler, 5-0 Pe 308 29'-8 25.173 PO(5-0) 11'-4 Pv Gib Route 5 BL 1.4420 27.74 5.45 120 0.050612 6-5% Pf 0.326 1501 29'-8 27.74 5.6 24.539 Sprinkler Pe -0.000 1500 29'-8 24.865 6'-5'/2 Pv BL 1.4420 55.66 10.94 120 0.183577 1'-1'% Pf 1.570 1500 29'-8 27.92 5.6 24.865 Sprinkler, 7'-5 Pe 304 29'-8 26.435 P0(7-5) 8'-6''% Pv CM 2.6350 135.24 7.96 120 0.050346 54'-11'/ Pf 3.597 304 29'-8 79.57 26.435 Flow(q)from Route 21 16'-5'h Pe 0.000 321 29'-8 30.032 P0(16-5%) 71'-5'% Pv • Route 6 AO 1.0490 25.96 9.64 120 0.210785 6'-8% Pf 2.466 1512 29'-8 25.96 5.6 21.484 Sprinkler, 5-0 Pe 315 29'-8 23.950 PO(5-0) 11'-8'/2 Pv CM 2.6350 10.26 _ 0.60 120 0.000427 2'-4% Pf 0.001 315 29'-8 23.950 Pe 314 29'-8 23.951 2'-4'% Pv WI Route 7 AO 1.0490 25.96 9.64 120 0.210823 6'-8% Pf 2.466 1513 29'-8 25.96 5.6 21.489 Sprinkler, 5-0 Pe 316 29'-8 23.955 PO(5-0) 11'-8% Pv CM 2.6350 41.65 2.45 120 0.005699 1'-10 Pf 0.010 316 29'-8 15.69 23.955 Flow(q)from Route 22 Pe 1514 29'-8 23.965 1'-10 Pv CM 2.6350 69.07 4.06 120 0.014525 0'-9'% Pf 0.011 1514 29'-8 27.41 5.6 23.965 Sprinkler Pe 317 29'-8 23.977 0'-9'% Pv IMP Route 8 AO 1.0490 25.97 9.64 120 0.211009 6'-8% Pf 2.468 1509 29'-8 25.97 5.6 21.509 Sprinkler, 5-0 Pe 313 29'-8 23.978 PO(5-0) 11'-8% Pv Gil Route 9 AO 1.0490 26.00 __ 9.65 120 0.211471 6'-8%z Pf 2.474 1516 29'-8 26.00 5.6 21.560 Sprinkler, 5-0 Pe 318 29'-8 24.034 P0(5'-0) 11'-8% Pv AwP Route 10 AO 1.0490 26.04 9.67 120 0.211974 6-8% Pf 2.480 1508 29'-8 26.04 5.6 21.616 Sprinkler, 5'-0 Pe 312 29'-8 24.095 PO(5-0) 11'-8'% Pv wa Route 11 AO 1.0490 _ 26.18 9.72 120 0.214210 6'-8%z Pf 2.506 1505 29'-8 26.18 5.6 21.862 Sprinkler, 5'-0 Pe 310 29'-8 24.368 P0(5-0) 11'-8%z Pv OD Route 12 AO 1.0490 26.44 9.82 120 0.218119 6'-8%z Pf 2.552 1504 29'-8 26.44 5.6 22.294 Sprinkler, 5-0 Pe 309 29'-8 24.845 P0(5-0) 11'-8'/ Pv at Route 13 CM 4.2600 1.44 0.03 120 0.000001 4'-5 Pf 2.696 147 29'-8 47.265 fE(13'-2) 124'-1'% Pe 2.023 15 25'-0 51.984 2P0(26'-4),2f(-0.000),Z,GIoV, 128'-6%z Pv P0(3'-0),BV(15'-9%),fE(13'-2) w Route 14 CM 2.6350 150.97 8.88 120 0.061713 22'-0%z Pf 1.361 327 29'-8 101.58+49.38 32.384 Flow(q)from Route 15 and 17 Pe 326 29'-8 33.746 22'-0% Pv CM 2.6350 217.71 12.81 120 0.121484 54'-9% Pf 11.161 326 29'-8 66.74 33.746 Flow(q)from Route 23 37-1 Pe 0.000 300 29'-8 44.906 2P0(16'-5%),Ee2(4'-1%) 91'-10% Pv w Route 15 CM 2.6350 101.58 5.98 120 0.029654 24'-11'% Pf 1.229 329 29'-8 37.70+63.88 30.676 Flow(q)from Route 16 and 19 16'-5% Pe 328 29'-8 31.905 P0(16-5%) 41'-5'% Pv k,©M.E.P.CAD,Inc. leAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:12PM Page 8 t 1 Hydraulic Analysis I Job Number:1 Report Description:Ordinary Group II(#6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 101.58 5.98 120 0.029654 16'-2 Pf 0.479 328 29'-8 31.905 Pe 327 29'-8 32.384 16-2 Pv GI Route 16 CM 2.6350 37.70 2.22 120 0.004740 2'-5Y2 Pf 0.012 332 29'-8 37.70 30.400 Flow(q)from Route 18 Pe 331 29'-8 30.411 2'-5'/: Pv CM 2.6350 37.70 2.22 120 0.004740 _ 2'-6% Pf 0.012 331 29'-8 30.411 Pe 330 29'-8 30.423 2'-6'% Pv CM 2.6350 37.70 2.22 120 0.004740 24'-6 Pf 0.253 330 29'-8 30.423 28'-10 Pe -0.000 329 29'-8 30.676 fE(8'-3),Ee2(4'-1%),P0(16'-5'/:) 53'4 Pv Q Route 17 DY 2.6350 49.38 2.91 120 0.007808 96-4 Pf 1.042 323 29'-8 31.343 P0(16-51/2) 37'-1 Pe -0.000 327 29'-8 32.384 Ee2(4'-1%),P0(16-5%) 133'4'% Pv Gib Route 18 CM 2.6350 37.70 2.22 120 0.004740 10'-10 Pf 0.130 322 29'-8 30.080 P0(16'-5'/2) 16-51/2 Pe 344 29'-8 30.210 27'-4 Pv CM 2.6350 37.70 2.22 120 0.004740 2'-5% Pf 0.012 344 29'-8 30.210 Pe 343 29'-8 30.222 2'-5'% Pv CM 2.6350 37.70 2.22 120 0.004740 2'-61/2 Pf 0.012 343 29'-8 30.222 Pe 342 29'-8 30.234 2'-6'% Pv CM 2.6350 37.70 2.22 120 0.004740 5-0 Pf 0.024 342 29'-8 30.234 Pe 341 29'-8 30.257 5'-0 Pv CM 2.6350 37.70 2.22 120 0.004740 2'-5%2 Pf 0.012 341 29'-8 30.257 Pe 340 29'-8 30.269 2'-5'/2 Pv CM 2.6350 37.70 2.22 120 0.004740 2'-6Y2 Pf 0.012 340 29'-8 30.269 Pe 339 29'-8 30.281 2'-6% Pv CM 2.6350 37.70 2.22 120 0.004740 5'-0 Pf 0.024 339 29'-8 30.281 Pe 338 29'-8 30.305 5'-0 Pv CM 2.6350 37.70 2.22 120 0.004740 1-9 Pf 0.008 338 29'-8 30.305 Pe 337 29'-8 30.313 1'-9 Pv CM 2.6350 37.70 2.22 120 0.004740 3'-3 Pf 0.015 337 29'-8 30.313 Pe 336 29'-8 30.328 3'-3 Pv CM 2.6350 37.70 2.22 120 0.004740 5'-0 Pf 0.024 336 29'-8 30.328 Pe 335 29'-8 30.352 5'-0 Pv CM 2.6350 37.70 2.22 120 0.004740 2'-5'/ Pf 0.012 335 29'-8 30.352 Pe 334 29'-8 30.364 2'-5% Pv CM 2.6350 37.70 2.22 120 0.004740 2'-6'% Pf 0.012 334 29'-8 30.364 Pe 333 29'-8 30.376 2'-61/2 Pv CM 2.6350 37.70 2.22 120 0.004740 5-0 Pf 0.024 333 29'-8 30.376 Pe 332 29'-8 30.400 5'-0 Pv lai Route 19 CM 2.6350 63.88 3.76 120 0.012571 82'-8'/2 Pf 1.092 320 29'-8 57.20 29.585 Flow(q)from Route 2 4'-1% Pe -0.000 329 29'-8 30.676 Ee2(4'-1%) 86'-10 Pv Q Route 20 CM 2.6350 82.56 4.86 120 0.020205 69'-10'% Pf 2.078 303 29'-8 29.898 P0(16-5%) 32'-11% Pe 324 29'-8 31.976 P0(16.-5%) 102'-10 Pv Oa Route 21 ©M.E.P.CAD,Inc. iinAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:12PM Page 9 1 Hydraulic Analysis I Job Number:1 ,ilii Report Description:Ordinary Group II(#6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 79.57 4.68 120 0.018873 14'-6'/3 Pf 0.585 307 29'-8 25.850 PO(16.-5'/%) 16'-5'h Pe -0.000 304 29'-8 26.435 31'-0 Pv Gill Route 22 CM 2.6350 15.69 0.92 120 0.000937 5'-0 Pf 0.005 315 29'-8 10.26 23.950 Flow(q)from Route 6 Pe 316 29'-8 23.955 5'-0 Pv fillw Route 23 CM 2.6350 66.74 3.93 120 0.013633 89'-4'/z Pf 1.724 325 29'-8 32.022 P0(16'-5'/%) 37'-1 Pe -0.000 326 29'-8 33.746 Ee2(4'-1'/�),PO(16'-5'/2) 126'-5 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual 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 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross MainFlow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve Pt Total pressure at a point in a pipe SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22'/�Elbow Pv Velocity pressure at a point in a pipe f Flow Device - fd Flex Drop 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 Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (,©M.E.P.CAD,Inc. n AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:45:12PM Page 10 4.: Hydraulic Summary Job Number:24PCO242 Report Description:Ordinary Group II(#7) Job Job Number Design Engineer 24PCO242 Megan Norman Job Name: State Certification/License Number TIGARD SELF STORAGE Address 1 AHJ 7600 SW ATLANTA STREET Address 2 Job Site/Building TIGARD,OR Address 3 Drawing Name Tigard Self Storage-Level 4.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy I Job Suffix 5.6 K-Factor 22.00 at 15.434 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1500ft2(Actual 901ft2) Additional Hose Supplies Number Of Sprinklers Cad lated Coverage Per Sprinkler Node Flow(oom) 20 130ft2 AutoPeak Results:Pressure For Remote Amara)M)aeent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 445.90 695.90 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 15.14 between nodes 426 and 420 Maximum Velocity Under Ground 4.91 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1344.24ga1 5.38ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 93.000 81.000 2093.50 91.436 695.90 81.789 9.647 Contractor Contractor Number Contact Name Contact Title 24PCO244 MEGAN NORMAN,EIT Name of Contractor: Phone Extension Cosco Fire Protection 360-883-6383 Address 1 FAX 2501 SE Columbia Way#100 Address 2 E-mail Vancouver,WA 98661 mnorman@coscofire.com Address 3 Web-She www.coscofire.com g,©M.E.P.CAD,Inc. .in AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:29PM Page 1 Hydraulic Graph Job Number:24PCO242 Report Description:Ordinary Group II(#7) Supply at Node 1 100 --Static Pressure 93.000 90 445.90 81.789 I-.I 093.50 @ 81.000 80 695.90 with hose streams 70 60 (System demand curve 50 to co d 40 30 20 -1 10 0400 800 1200 1600 2000 2 4000 2800 3200 3600 Water flow,gpm Hydraulic Graph Supply at Node 1 Static:Pressure 93.000 Residual:Pressure 81.000 @ 2093.50 Available Pressure at Time of Test 91.436 @ 695.90 System Demand 81.789 @ 445.90 System Demand dncluding Hose Nlowence at Source) 81.789 @ 695.90 ©M.E.P.CAD,Inc. t211 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:30PM Page 2 ,r?' � Summary Of Outflowing Devices ll Job Number:24Pc0242 i!t t t ort Descn tion:Ordinary Group II(#7) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1600 22.43 5.00 5.6 16.040 Sprinkler 1601 22.24 5.00 5.6 15.772 Sprinkler 1602 22.15 5.00 5.6 15.640 Sprinkler 1603 22.11 5.00 5.6 15.589 Sprinkler 1604 22.11 5.00 5.6 15.587 Sprinkler 1605 22.13 5.00 6.6 15.610 - Sprinkler 1606 22.18 5.00 5.6 15.694 Sprinkler 1607 22.32 5.00 5.6 15.891 Sprinkler 1608 22.56 5.00 5.6 16.234 Sprinkler 1609 22.94 5.00 5.6 16.774 Sprinkler 1610 22.77 20.00 5.6 16.532 Sprinkler 1611 22.60 20.00 5.6 16.292 Sprinkler 1612 22.28 20.00 5.6 15.836 Sprinkler 1613 22.12 20.00 5.6 15.605 Sprinkler 1614 22.16 20.00 5.6 15.662 'c✓ Sprinkler 1615 22.00 22.00 5.6 15.434 Sprinkler 1616 22.17 20.00 5.6 15.672 Sprinkler 1617 22.01 16.00 5.6 15.443 Sprinkler 1618 22.36 20.00 5.6 15.938 c Most Demanding Sprinkler Data ■ in r ■ /,©M.E.P.CAD,Inc. ,i5 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:37PM Page 3 inNode Analysis II Job Number:24PCO242 Report Description:Ordinary Group II(#7) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 410 39'-7 P0(5.-0) 16.879 _ 411 39'-7 P0(5'-0) 16.876 412 39'-7 P0(7'-5) 16.878 413 39'-7 P0(5'-0) 16.901 414 39'-7 P0(5'-0) 16.991 415 39'-7 P0(7-5) 17.064 416 39'-7 P0(5.-0) 17.203 418 39'-7 P0(5.-0) 17.573 419 39'-7 P0(7-5) 17.810 420 39'-7 P0(5.-0) 18.153 421 39'-7 P0(16'-5'/z) 28.543 422 39'-7 P0(16'-5'/z) 26.240 423 39'-7 P0(16'-5'/s) 26.036 424 39'-7 P0(16'-5'/:) 24.759 425 39'-7 P0(16.-5'/z) 24.480 426 39'-7 P0(16.-5%) 22.674 427 39'-7 P0(16'-5'/z) 22.923 428 39'-7 P0(16'-5'/z) 22.918 429 39'-7 P0(16'-5%) 23.104 430 39'-7 P0(5'-0) 23.662 431 39'-7 P0(5'-0) 23.680 432 39'-7 P0(5'-0) 23.692 433 39'-7 P0(5'-0) 23.719 444 39'-7 P0(5'-0) 23.722 445 39'-7 P0(5'-0) 23.749 446 39'-7 P0(5.-0) 23.752 447 39'-7 P0(5'-0) 23.778 448 39'-7 P0(5'-0) 23.782 449 39'-7 P0(16'-5'/z) 23.800 450 39'-7 P0(5'-0) 23.857 451 39'-7 P0(5'-0) 24.000 452 39'-7 P0(5'-0) 24.144 453 39'-7 P0(16'-5'/z) 24.659 454 39'-7 P0(16'-5'/z) 25.909 455 39'-7 28.442 456 39'-7 P0(5.-0) 23.572 457 39'-7 P0(7'-5) 23.491 1700 39'-7 Spr 7.000 Sprinkler 1701 39'-7 Spr 23.676 Sprinkler 1702 39'-7 Spr 7.000 Sprinkler 1703 39'-7 Spr 7.000 Sprinkler 1704 39'-7 Spr 7.000 Sprinkler 1705 39'-7 Spr 7.000 Sprinkler - 1706 - - 39'-i Spr 23.736 Sprinkler 1707 39'-7 Spr 7.000 Sprinkler 1708 39'-7 Spr 7.000 Sprinkler 1709 39'-7 Spr 7.000 Sprinkler 1710 39'-7 Spr 7.000 Sprinkler 1711 39'-7 Spr 23.796 Sprinkler 1712 39'-7 Spr 7.000 Sprinkler 1713 39'-7 Spr 23.491 Sprinkler 1714 39'-7 Spr 23.491 Sprinkler 1715 39'-7 Spr 7.000 Sprinkler 1716 39'-7 Spr 7.000 Sprinkler 1717 39'-7 Spr 7.000 Sprinkler 1718 39'-7 Spr 24.071 Sprinkler 1719 39'-7 Spr 7.000 Sprinkler 1720 39'-7 Spr 7.000 Sprinkler 1 -5'-0 S 81.789 445.90 1600 39'-7 Spr(-16.040) 16.040 22.43 1601 39'-7 Spr(-15.772) 15.772 22.24 1602 39'-7 Spr(-15.640) 15.640 22.15 f ,©M.E.P.CAD,Inc. El AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:39PM Page 4 a' I Node Analysis I Job Number:24PCO242 Report Description:Ordinary Group II(#7) Node ' Elevation(Foot) Fittings Pressure(ps1) Discharge(gpm) 1603 39'-7 Spr(-15.589) 15.589 22.11 1604 39'-7 Spr(-15.587) 15.587 22.11 1605 39'-7 Spr(-15.610) 15.610 22.13 1606 39'-7 Spr(-15.694) 15.694 22.18 1607 39'-7 Spr(-15.891) 15.891 22.32 1608 39'-7 Spr(-16.234) 16.234 22.56 1609 39'-7 Spr(-16.774) 16.774 22.94 1610 39'-7 Spr(-16.532) 16.532 22.77 1611 39'-7 Spr(-16.292) 16.292 22.60 1612, 39'-7 Spr(-15.836) 15.836 22.28 1613 39'-7 Spr(-15.605) 15.605 22.12 1614 39'-7 Spr(-15.662) 15.662 22.16 1615 39'-7 Spr(-15.434) 15.434 22.00 1616 39'-7 Spr(-15.672) 15.672 22.17 1617 39'-7 Spr(-15.443) 15.443 22.01 1618 39'-7 Spr(-15.938) 15.938 22.36 1619 39'-7 Spr(-15.804) 15.804 22.26 2 -6-0 T(47'-31%) 81.723 3 -5'-0 BFP(-6.300) 81.301 4 -6-0 E(22'-1) 74.972 5 -5'-0 T(33'-5%) 74.844 6 -6-0 E(21'-7) 74.715 7 -6-0 E(22'-1) 74.507 8 -6-0 E(21'-7) 73.885 9 -5'-0 73.752 10 V-0 71.030 11 2'-4'% PO(26'-4) 70.310 14 15'-0 P0(26'-4) 54.949 15 25'-0 P0(26'-4) 50.173 16 35'-0 P0(26'-4) 45.397 400 39'-7 P0(16'-5'/z) 38.398 401 39'-7 P0(16-5%) 26.977 402 39'-7 P0(16'-5%) 25.238 403 39'-7 P0(16'-5%) 24.430 404 39'-7 P0(16'-5%) 22.139 405 39'-7 P0(5'-0) 17.364 406 39'-7 P0(7'-5) 17.177 407 39'-7 P0(5'-0) 17.075 408 39'-7 P0(5'-0) 16.933 409 39'-7 P0(7'-5) 16.888 ,,©M.E.P.CAD,Inc. 1:i AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:39PM Page 5 Job er: 0242 III Hydraulic Analysis Report Description:Ordinary C G Group II(#7) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length -+ Route 1 BL 1.4420 22.00 4.32 120 0.032959 6'-11 Pf 0.228 1615 39'-7 22.00 5.6 15.434 Sprinkler Pe 1614 39'-7 15.662 6'-11 Pv BL 1.4420 44.16 8.68 120 0.119629 2'-8'/: Pf 1.216 1614 39'-7 22.16 5.6 15.662 Sprinkler, 7'-5 Pe 412 39'-7 16.878 PO(T-5) 10'-2 Pv CM . 2.6350 55.37 3.26 120 0.009649 2'-51/2 Pf 0.024 412 39'-7 11.21 16.878 Flow(q)from Route 19 Pe 413 39'-7 16.901 2'-51/2 Pv CM _ 2.6350 77.49 4.56 120 0.017972 5'-0 Pf 0.090 413 39'-7 22.13 16.901 Flow(q)from Route 9 Pe 414 39'-7 16.991 5'-0 Pv CM 2.6350 99.68 5.86 120 0.028633 2'-61/2 Pf 0.072 414 39'-7 22.18 16.991 Flow(q)from Route 11 Pe 415 39'-7 17.064 2'-61/2 Pv CM 2.6350 144.09 8.48 120 0.056611 2'-51/2 Pf 0.140 415 39'-7 44.41 17.064 Flow(q)from Route 2 Pe 416 39'-7 17.203 2'-5'/2 Pv CM 2.6350 166.41 9.79 120 0.073898 5'-0 Pf 0.369 416 39'-7 22.32 17.203 Flow(q)from Route 14 Pe 418 39'-7 17.573 5'-0 Pv CM 2.6350 188.97 11.12 120 0.093496 2'-6'/2 Pf 0.237 418 39'-7 22.56 17.573 Flow(q)from Route 16 Pe 419 39'-7 17.810 2'-61/2 Pv CM 2.6350 234.35 13.79 120 0.139215 2'-5'/2 Pf 0.344 419 39'-7 45.37 17.810 Flow(q)from Route 5 Pe 420 39'-7 18.153 2'-51/2 Pv CM 2.6350 257.28 15.14 120 0.165465 10'-10 Pf 4.521 420 39'-7 22.94 18.153 Flow(q)from Route 17 16'-51/2 Pe 426 39'-7 22.674 P0(16'-51/2) 27'-4 Pv CM 2.6350 206.30 12.14 120 0.109967 16'-5 Pf 1.805 426 39'-7 22.674 Pe 425 39'-7 24.480 16'-5 Pv CM 2.6350 184.33 10.84 120 0.089291 3'-11/2 Pf 0.279 425 39'-7 24.480 Pe 424 39'-7 24.759 3'-11/2 Pv CM 2.6350 151.93 8.94 120 0.062446 20'-51/2 Pf 1.278 424 39'-7 24.759 Pe 423 39'-7 26.036 20'-51/2 Pv CM 2.6350 48.14 2.83 120 0.007448 89'-2'% Pf 0.940 423 39'-7 26.036 P0(16'-5'/2) 37'-1 Pe 401 39'-7 26.977 Z,Ee2(4'-1'/2),P0(16.-51/2) 126'-3 Pv CM 2.6350 220.43 12.97 120 0.124308 54'-10 Pf 11.421 401 39'-7 172.29 26.977 Flow(q)from Route 3 37'-1 Pe 400 39'-7 38.398 2P0(16'-51/2),Ee2(4'-1'/2) 91'-10'/2 Pv CM 4.2600 445.90 10.04 120 0.044108 16'-2 Pf 5.011 400 39'-7 225.47 38.398 Flow(q)from Route 18 97-5 Pe 1.987 16 35-0 45.397 E(13'-2),2f(-0.000),2BV(15'-91/2 113'-7'/2 Pv ),2fE(13'-2),PO(26'-4) ST 4.2600 445.90 10.04 120 0.044108 10'-0 Pf 0.441 16 35-0 45.397 Pe 4.335 15 25-0 50.173 10'-0 Pv ST 4.2600 445.90 10.04 120 0.044108 10'-0 Pf 0.441 15 25'-0 50.173 Pe 4.335 14 15-0 54.949 10'-0 Pv ST 4.2600 _ 445.90 10.04 120 0.044108 47'-6 Pf 9.878 14 15'-0 54.949 176'-51/2 Pe 5.482 11 2'-4Y2 70.310 2P0(26'-4),5fE(13'-2),2BV(15'- 223'-111/2 Pv 9%),fT(26'-4),WET BOR CM 6.3570 445.90 4.51 120 0.006279 3'-8 Pf 0.134 11 2'-4% 70.310 17'-7 Pe 0.587 10 1'-0 71.030 fE(17'-7) 21'-3 Pv UG 6.3570 445.90 4.51 150 0.004156 12'-0 Pf 0.121 10 1'-0 71.030 17'-1 Pe 2.601 9 -5'-0 73.752 LtE(17'-1) 29'-1 Pv /k{,©M.E.P.CAD,Inc. lr AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:41 PM Page 6 L: Hydraulic Analysis I Job Number:24PCO242 Report Description:Ordinary Group I(#7) Pipe Type Diameter _ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length UG 6.0900 445.90 4.91 150 0.005121 4'-3 Pf 0.132 9 -5'-0 73.752 21'-7 Pe -0.000 8 -5'-0 73.885 E(21'-7) 25-10 Pv UG 6.2800 445.90 4.62 140 0.005010 102'-2% Pf 0.623 8 -5-0 73.885 22'-1 Pe 7 -5-0 74.507 E(22'-1) 124'-3'/z Pv UG 6.0900 445.90 4.91 150 0.005121 18'-11 Pf 0.207 7 -5-0 74.507 21'-7 Pe 6 -5-0 74.715 E(21'-7) 40'-6 Pv UG 6.2800 445.90 4.62 150 0.004410 29'-4'% Pf 0.130 6 -5-0 74.715 Pe 5 -5-0 74.844 29'-4'% Pv UG 6.2800 445.90 4.62 140 0.005010 3'-5 Pf 0.128 5 -5-0 74.844 22'-1 Pe 4 -5-0 74.972 E(22'-1) 25-6 Pv UG 6.0900 445.90 4.91 150 0.005121 5-9 Pf 6.329 4 -5'-0 74.972 Pe 3 -5-0 81.301 BFP(-6.300) 5-9 Pv UG 6.2800 445.90 4.62 140 0.005010 37'-0% Pf 0.422 3 -5-0 81.301 47'-3'% Pe 2 -5'-0 81.723 T(47'-3+%) 84'-3'/z Pv UG 8.3900 445.90 2.59 140 0.001222 53'-4 Pf 0.065 2 -5'-0 81.723 Pe 1 -5'-0 81.789 S 53'-4 Pv 250.00 Hose Allowance At Source 1 695.90 iiIP Route 2 BL 1.4420 22.12 4.35 120 0.033297 _ 6'-11 Pf 0.231 1613 39'-7 22.12 5.6 15.605 Sprinkler Pe 1612 39'-7 15.836 6'-11 Pv BL 1.4420 44.41 8.72 120 0.120856 2'-8'% Pf 1.228 1612 39'-7 22.28 5.6 15.836 Sprinkler, 7'-5 Pe 415 39'-7 17.064 P0(7'-5) 10'-2 Pv GP Route 3 BL 1.4420 44.18 8.68 120 0.119696 2'-8'% Pf 1.216 1616 39'-7 22.01 5.6 15.672 Sprinkler„Flow(q)from Route 6 7'-5 Pe 409 39'-7 16.888 P0(7'-5) 10'-2 Pv CM 2.6350 77.19 4.54 120 0.017841 2'-6'% Pf 0.045 409 39'-7 33.01 16.888 Flow(q)from Route 7 Pe 408 39'-7 16.933 2'-6'% Pv CM 2.6350 99.33 5.84 120 0.028450 5-0 Pf 0.142 408 39'-7 22.15 16.933 Flow(q)from Route 10 Pe 407 39'-7 17.075 5-0 Pv CM 2.6350 121.57 7.15 120 0.041344 2'-5% Pf 0.102 407 39'-7 22.24 17.075 Flow(q)from Route 12 Pe 406 39'-7 17.177 2'-5% Pv CM 2.6350 166.19 9.78 120 0.073720 2'-6'% Pf 0.187 406 39'-7 44.62 17.177 Flow(q)from Route 4 Pe 405 39'-7 17.364 2'-6% Pv CM 2.6350 188.62 __ 11.10 120 0.093174 22'-5 Pf 4.775 405 39'-7 22.43 17.364 Flow(q)from Route 15 28'-10 Pe 404 39'-7 22.139 fE(8'-3),Ee2(4'-1%),P0(16-5%) 51-3 Pv CM 2.6350 139.89 8.23 120 0.053600 26'-3% Pf 2.291 404 39'-7 22.139 16'-5/: Pe 403 39'-7 24.430 P0(16.-5/z) 42'-9 Pv CM 2.6350 139.89 8.23 120 0.053600 15'-1 Pf 0.808 403 39'-7 24.430 Pe 402 39'-7 25.238 15-1 Pv CM 2.6350 172.29 10.14 120 0.078801 22'-0% Pf 1.738 402 39'-7 32.40 25.238 Flow(q)from Route 24 Pe 401 39'-7 26.977 22'-0% Pv GI Route 4 BL 1.4420 44.62 8.77 120 0.121928 2'-8% Pf 1.239 1618 39'-7 22.26 5.6 15.938 Sprinkler„Flow(q)from Route 7'-5 Pe 406 39'-7 17.177 13 10'-2 Pv PO(T-5) Route 5 k,©M.E.P.CAD,Inc. t eAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:41PM Page 7 r- Hydraulic Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#7) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.4420 22.60 4.44 120 0.034650 6'-11 Pf 0.240 1611 39'-7 22.60 5.6 16.292 Sprinkler Pe 1610 39'-7 16.532 6'-11 Pv BL 1.4420 45.37 8.91 120 0.125764 2-8'/2 Pf 1.278 1610 39'-7 22.77 5.6 16.532 Sprinkler, 7-5 Pe 419 39'-7 17.810 PO(r-5) 10'-2 Pv Route 6 BL 1.4420 22.01 4.32 120 0.032978 6'-11 Pf 0.228 1617 39'-7 22.01 5.6 15.443 Sprinkler Pe 1616 39'-7 15.672 6'-11 Pv as Route 7 AO 1.0490 22.11 8.21 120 0.156651 3'-3 Pf 1.289 1604 39'-7 22.11 5.6 15.587 Sprinkler, 5'-0 Pe 411 39'-7 16.876 P0(5.-0) 8'-3 Pv CM 2.6350 10.90 0.64 120 0.000477 5'-0 Pf 0.002 411 39'-7 16.876 Pe 410 39'-7 16.879 5'-0 Pv CM 2.6350 33.01 1.94 120 0.003707 2'-51/2 P• f 0.009 410 39'-7 22.11 16.879 Flow(q)from Route 8 Pe 409 39'-7 16.888 2'-5V2 Pv iiii Route 8 AO 1.0490 22.11 8.21 120 0.156672 3'-3 Pf 1.289 1603 39'-7 22.11 5.6 15.589 Sprinkler, 5'-0 Pe 410 39'-7 16.879 P0(5'-0) 8'-3 Pv ai Route 9 AO 1.0490 22.13 8.21 120 0.156868 3'-3 Pf 1.291 1605 39'-7 22.13 5.6 15.610 Sprinkler, 5'-0 Pe 413 39'-7 16.901 P0(5.-0) 8.-3 Pv .i Route 10 AO 1.0490 22.15 8.22 120 0.157141 3'-3 Pf 1.293 1602 39'-7 22.15 5.6 15.640 Sprinkler, 5'-0 Pe 408 39'-7 16.933 P0(5'-0) 8'-3 Pv w Route 11 AO 1.0490 22.18 8.24 120 0.157644 3'-3 Pf 1.297 1606 39'-7 22.18 5.6 15.694 Sprinkler, i 414 39'-7 16.991 PO(F-0) 8'-3 Pv a Route 12 AO 1.0490 22.24 8.26 120 0.158369 _ 3'-3 Pf 1.303 1601 39'-7 22.24 5.6 15.772 Sprinkler, 5'-0 Pe 407 39'-7 17.075 PO(5.-0) 8'-3 Pv = Route 13 BL 1.4420 22.26 4.37 120 0.033689 4'-0 Pf 0.135 1619 39'-7 22.26 5.6 15.804 Sprinkler Pe 1618 39'-7 15.938 4'-0 Pv GI Route 14 AO 1.0490 22.32 8.29 120 0.159475 3'-3 Pf 1.312 1607 39'-7 22.32 5.6 15.891 Sprinkler, 5'-0 Pe 416 39'-7 17.203 PO(V-0) 8'-3 Pv imir Route 15 AO 1.0490 22.43 8.33 120 0.160858 3'-3 Pf 1.324 1600 39'-7 22.43 5.6 16.040 Sprinkler, 5-0 Pe 405 39'-7 17.364 PO(6-0) 8'-3 Pv G Route 16 AO 1.0490 22.56 8.38 120 0.162659 3'-3 Pf 1.339 1608 39'-7 22.56 5.6 16.234 Sprinkler, 5'-0 Pe 418 39'-7 17.573 PO(5'-0) 8'-3 Pv l Route 17 AO 1.0490 22.94 8.51 120 0.167650 3'-3 Pf 1.380 1609 39'-7 22.94 5.6 16.774 Sprinkler, 5'-0 Pe 420 39'-7 18.153 P0(5.-0) 8'-3 Pv GI Route 18 CM 2.6350 42.82 2.52 120 0.005998 2'-5'h Pf 0.015 430 39'-7 42.82 23.662 Flow(q)from Route 20 Pe 1701 39'-7 23.676 2'-5'/: P• v CM 2.6350 42.82 2.52 120 0.005998 0'-6'/: P• f 0.003 1701 39'-7 5.6 23.676 Pe 431 39'-7 23.680 0'-6'/z Pv k,©M.E.P.CAD,Inc. iin AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:41 PM Page 8 1Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#7) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 42.82 2.52 120 0.005998 2'-0 Pf 0.012 431 39'-7 23.680 Pe 432 39'-7 23.692 2'-0 Pv CM 2.6350 42.82 2.52 120 0.005998 4'-7''/ Pf 0.028 432 39'-7 23.692 Pe 433 39'-7 23.719 4'-7% Pv CM 2.6350 42.82 2.52 _ 120 0.005998 0'-4%2 Pf 0.002 433 39'-7 23.719 Pe 444 39'-7 23.722 0'-4% Pv CM 2.6350 42.82 2.52 120 0.005998 2'-5Y2 Pf 0.015 444 39'-7 23.722 Pe 1706 39'-7 23.736 2'-5% Pv CM 2.6350 42.82 2.52 120 0.005998 2'-2 Pf 0.013 1706 39'-7 5.6 23.736 Pe 445 39'-7 23.749 2'-2 Pv CM 2.6350 42.82 2.52 120 0.005998 0'-4% Pf 0.002 445 39'-7 23.749 Pe 446 39'-7 23.752 0'-4% Pv CM 2.6350 42.82 2.52 120 0.005998 4'-5 Pf 0.026 446 39'-7 23.752 Pe 447 39'-7 23.778 4'-5 Pv CM 2.6350 42.82 2.52 120 _ 0.005998 0'-7 Pf 0.003 447 39'-7 23.778 Pe 448 39'-7 23.782 0'-7 Pv CM 2.6350 42.82 2.52 120 0.005998 2'-51/2 Pf 0.015 448 39'-7 23.782 Pe 1711 39'-7 23.796 2'-5'/= Pv CM 2.6350 42.82 2.52 120 0.005998 0'-6% Pf 0.003 1711 39'-7 5.6 23.796 Pe 449 39'-7 23.800 0'-6'/2 Pv CM 2.6350 99.71 5.87 1.20 0.028652 2'-0 Pf 0.058 449 39'-7 56.89 23.800 Flow(q)from Route 21 Pe 450 39'-7 23.857 2'-0 Pv CM 2.6350 99.71 5.87 120 0.028652 5'-0 Pf 0.143 450 39'-7 23.857 Pe 451 39'-7 24.000 5'-0 Pv CM 2.6350 99.71 5.87 120 0.028652 2'-51/2 Pf 0.070 451 39'-7 24.000 Pe 1718 39'-7 24.071 2'-5Y2 Pv CM 2.6350 99.71 5.87 120 0.028652 2'-6Y2 Pf 0.073 1718 39'-7 5.6 24.071 Pe 452 39'-7 24.144 2'-6'/2 Pv CM 2.6350 99.71 5.87 120 0.028652 18'-0 Pf 0.515 452 39'-7 24.144 Pe 453 39'-7 24.659 18'-0 Pv CM 2.6350 121.68 7.16 120 0.041410 30'-2 Pf 1.250 453 39'-7 21.97 24.659 Flow(q)from Route 28 Pe 454 39'-7 25.909 30'-2 Pv CM 2.6350 91.10 5.36 120 0.024240 96'-3 Pf 2.533 454 39'-7 25.909 8'-3 Pe 455 39'-7 28.442 g_(8-3) 104'-51/2 Pv -.'CM 2.6350 91.10 5.36 1110 0.024240 _ 4'-2'% Pf 0.102 455 39'-7 28.442 Pe 421 39'-7 28.543 4'-2'% Pv CM 2.6350 225.47 13.27 120 0.129622 59'-6'/2 Pf 9.855 421 39'-7 134.38 28.543 Flow(q)from Route 23 16'-51/2 Pe 400 39'-7 38.398 P0(16'-5'/2) 76'-0Y2 Pv OD Route 19 CM 2.6350 11.21 0.66 120 0.000502 2'-6'/2 Pf 0.001 411 39'-7 10.90 16.876 Flow(q)from Route 7 Pe 412 39'-7 16.878 2'-6%Pv es Route 20 CM 2.6350 42.82 2.52 120 0.005998 76'-6 Pf 0.558 429 39'-7 42.82 23.104 Flow(q)from Route 22 16'-5Y2 Pe 430 39'-7 23.662 P0(16'-5'/2) 93'-0 Pv ® Route 21 k,©M.E.P.CAD,Inc. li AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:41 PM Page 9 411 Hydraulic Analysis 1 Job Number:24PCO242 Report Description:Ordinary Group II(#7) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 5.91 0.35 120 0.000154 15'-2'/z Pf 0.005 428 39'-7 48.73 22.918 Flow(q)from Route 26 16'-5Yz Pe 427 39'-7 22.923 P0(16'-5'/z) 31'-8 Pv CM 2.6350 56.89 3.35 120 0.010146 55'-11% P• f 0.568 427 39'-7 50.98 22.923 Flow(q)from Route 27 Pe 457 39'-7 23.491 55-111/2 Pv CM 2.6350 56.89 3.35 120 0.010146 8'-0 Pf 0.081 457 39'-7 23.491 Pe 456 39'-7 23.572 8'-0 Pv CM 2.6350 56.89 3.35 120 0.010146 5'-11 Pf 0.227 456 39'-7 23.572 16'-5'/z P• e 449 39'-7 23.800 P0(16'-5%) 22'-4%z P• v GO Route 22 CM 2.6350 42.82 2.52 120 0.005998 14'-5 Pf 0.185 428 39'-7 48.73 22.918 Flow(q)from Route 26 16'-5'% P• e 429 39'-7 23.104 P0(16'-5'/z) 30'-11 Pv GO Route 23 CM 2.6350 134.38 7.91 120 0.049757 29'-10 Pf 2.303 422 39'-7 30.58+103.79 26.240 Flow(q)from Route 25 and 29 16'-5%z P• e 421 39'-7 28.543 P0(16'-5%) 46'-3'/z Pv fie Route 24 CM 2.6350 32.40 1.91 120 0.003580 96'-10'% P• f 0.480 424 39'-7 24.759 P0(16'-5%) 37'-1 Pe 402 39'-7 25.238 Ee2(4'-1'/z),P0(16'-5%) 133'-11 Pv ver Route 25 CM 2.6350 30.58 1.80 120 0.003218 69'-10%z Pf 0.331 454 39'-7 25.909 P0(16'-5%z) 32'-11% P• e 422 39'-7 26.240 P0(16'-5%z) 102'-10 Pv two Route 26 CM 2.6350 48.73 2.87 120 0.007619 81'-9 Pf 0.780 404 39'-7 139.89 22.139 Flow(q)from Route 3 20'-7 Pe 428 39'-7 22.918 Ee2(4'-1Yz),P0(16-5%) 102'-4'% P• v GO Route 27 CM 2.6350 50.98 3.00 120 0.008283 13'-7 Pf 0.249 426 39'-7 206.30 22.674 Flow(q)from Route 1 16'-5'/z P• e 427 39'-7 22.923 P0(16-5%) 30'-0%z Pv GO Route 28 CM 2.6350 21.97 1.29 120 0.001745 69'-10%z Pf 0.179 425 39'-7 24.480 P0(16-5%) 32'-11%z Pe 453 39'-7 24.659 P0(16-5%) 102'-10 Pv GO Route 29 CM 2.6350 103.79 6.11 120 0.030858 6'-7 Pf 0.204 I 423 39'-7 48.14 26.036 Flow(q)from Route 1 Pe I 422 39'-7 26.240 6'-7 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) II C Value Multiplier III Actual 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. 111 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:41 PM Page 10 41 Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#7) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length r r r Pipe Type Legend 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 BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11%°Elbow points Ee2 22WElbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 GloV Globe Valve GV Gate Valve Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �+ ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:37:41PM Page 11 o Hydraulic Summary Job Number:24PCO242 - Report Description:Ordinary Group II(#8) Job Job Number Design Engineer 24PCO242 Megan Norman Job Name: State Certification/License Number TIGARD SELF STORAGE Address 1 AHJ 7600 SW ATLANTA STREET Address 2 Job Sited:oading TIGARD,OR Address 3 Drawing Name Tigard Self Storage-Level 4.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 20.00 at 12.755 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1500ft2(Actual 939ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(oom) 21 130ft2 AutoPeak Results:Pressure For Remote Area(e)Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 415.12 665.12 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.64 between nodes 453 and 452 Maximum Velocity Under Ground 4.57 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1344.24ga1 5.38ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) e° (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 93.000 81.000 2093.50 91.561 665.12 70.948 20.613 Contractor Contractor Number Contact Name : Contact Title 24PCO244 MEGAN NORMAN,EIT Name of Contractor: Phone Extension Cosco Fire Protection 360-883-6383 Address 1 FAX 2501 SE Columbia Way#100 Address 2 E-mail Vancouver,WA 98661 mnorman@coscofire.com Address 3 Web-Sae www.coscofire.com �{ ©M.E.P.CAD,Inc. 4 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:18PM Page 1 Hydraulic Graph Job Number:24PCO242 + 5 Report Description:Ordinary Group II(#8) Supply at Node 1 100 :Static Pressure 93.000 90 093.50 81.000 80 415.12 @ 70.948 70 ' 665.12 with hose streams 60 a 50 N 1 System demand curve 40 30 I 20 10 0 -inumiiiii111111111iiiu(i(( (((( ))( ( i iiii ) iiii Iiiiiiiii 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Supply at Node 1 Static'.Pressure 93.000 Residual'.Pressure 81.000 @ 2093.50 Available Pressure at Time of Test 91.561 @ 665.12 System Demand 70.948 @ 415.12 System Demand(Including Mose Allowance at Source) 70.948 @ 665.12 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:20PM Page 2 /-? Summary Of Outflowing DevicesII Job Number:24PCO242 Report Description:Ordinary Group II(#8) Actual Flow Minimum Flow 1 K-Factor Pressure I Device (gpm) (gpm) i (K) (psi) Sprinkler 1700 19.33 10.00 5.6 11.915 _ Sprinkler 1701 20.40 20.00 5.6 13.265 Sprinkler 1702 19.27 10.00 5.6 11.840 Sprinkler 1703 19.30 10.00 5.6 11.876 Sprinkler 1704 19.26 5.00 5.6 11.834 Sprinkler 1705 19.30 10.00 5.6 11.874 Sprinkler 1706 20.39 20.00 5.6 13.262 Sprinkler 1707 19.28 5.00 5.6 11.856 Sprinkler 1708 19.32 10.00 5.6 11.902 Sprinkler 1709 19.36 5.00 5.6 11.953 Sprinkler 1710 19.41 10.00 5.6 12.011 Sprinkler 1711 20.59 20.00 5.6 13.516 Sprinkler 1712 20.10 10.00 5.6 12.879 Sprinkler 1713 20.17 20.00 5.6 12.968 b Sprinkler 1714 20.00 20.00 5.6 12.755 Sprinkler 1715 19.55 10.00 5.6 12.188 Sprinkler 1716 19.65 5.00 5.6 12.313 Sprinkler 1717 19.68 10.00 5.6 12.355 Sprinkler 1718 20.91 20.00 5.6 13.944 Sprinkler 1719 19.91 5.00 5.6 12.640 14> Most Demanding Sprinkler Data k,©M.E.P.CAD,Inc. 1$AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:27PM Page 3 litfi Node Analysis ` Job Number:24PCO242 Report Description:Ordinary Group II(#8) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -6-0 S 70.948 415.12 1700 39'-7 Spr(-11.915) 11.915 19.33 1701 39'-7 Spr(-13.265) 13.265 20.40 1702 39'-7 Spr(-11.840) 11.840 19.27 1703 39'-7 Spr(-11.876) 11.876 19.30 1704 39'-7 Spr(-11.834) 11.834 19.26 1705 39'-7 Spr(-11.874) 11.874 19.30 1706 39'-7 Spr(-13.262) 13.262 20.39 1707 39'-7 Spr(-11.856) 11.856 19.28 1708 39'-7 Spr(-11.902) 11.902 19.32 1709 39'-7 Spr(-11.953) 11.953 19.36 1710 39'-7 Spr(-12.011) 12.011 19.41 1711 39'-7 Spr(-13.516) 13.516 20.59 1712 39'-7 Spr(-12.879) 12.879 20.10 1713 39'-7 Spr(-12.968) 12.968 20.17 1714 39'-7 Spr(-12.755) 12.755 20.00 1715 39'-7 Spr(-12.188) 12.188 19.55 1716 39'-7 Spr(-12.313) 12.313 19.65 1717 39'-7 Spr(-12.355) 12.355 19.68 1718 39'-7 Spr(-13.944) 13.944 20.91 1719 39'-7 Spr(-12.640) 12.640 19.91 1720 SW-7 Sp(-12.685) 12.00. 194.94 2 -5'-0 T(47'-3%) 70.891 3 -5'-0 BFP(-6.232) 70.521 4 -6-0 E(22'-1) 64.264 5 -6-0 T(33'-5Y:) 64.152 6 -5'-0 E(21'-7) 64.038 7 -5'-0 E(22'-1) 63.857 8 -5'-0 E(21'-7) 63.311 9 -5'-0 63.195 10 1'-0 60.488 11 2'-41/2 P0(26-4) 59.784 14 16-0 P0(26.-4) 45.648 15 25'-0 P0(26'-4) 40.927 16 35'-0 P0(26'-4) 36.205 400 39'-7 P0(16'-5'/z) 29.828 401 39'-7 P0(16-51%) 20.225 402 39'-7 P0(16-5'/z) 19.005 403 39'-7 P0(16'-51%) 18.623 404 39'-7 P0(16'-5'/Z) 17.540 405 39'-7 P0(5'-0) 17.393 406 39'-7 P0(7-5) 17.386 407 39'-7 P0(5'-0) 17.379 408 39'-7 P0(5'-0) 17.365 409 39'-7 P0(7-5) 17.357 410 39'-7 P0(5'-0) 17.350 411 39'-7 P0(5'-0) 17.336 412 39'-7 P0(7'-5) 17.329 413 39'-7 P0(5'-0) 17.322 414 39'-7 P0(5'-0) 17.307 415 39'-7 P0(7-5) 17.300 416 39'-7 P0(5'-0) 17.293 418 39'-7 P0(5'-0) 17.279 419 39'-7 P0(7'-5) 17.271 420 39'-7 P0(5'-0) 17.264 421 39'-7 P0(16-5Y:) 20.848 422 39'-7 P0(16-5%) 18.969 423 39'-7 P0(16'-51%) 18.877 424 39'-7 P0(16-5%) 17.976 . 425 39'-7 P0(16'-5Y2) 17.723 426 39'-7 P0(16'-51/2) 17.186 427 39'-7 P0(16-51%) 16.497 k,©M.E.P.CAD,Inc. al AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:29PM Page 4 i- Node Analysis I Job Number:24PCO242 n S 1 Report Description:Ordinary Group II(#8) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 428 39'-7 P0(16'-5%) _ 16.439 _ 429 39'-7 P0(16'-5'/:) 15.748 430 39'-7 P0(5'-0) 13.300 431 39'-7 P0(5'-0) 13.261 432 39'-7 P0(5'-0) 13.256 _ 433 39'-7 P0(5'-0) 13.254 444 39'-7 P0(5'-0) 13.254 445 39'-7 P0(5'-0) 13.279 446 39'-7 P0(5'-0) 13.285 447 39'-7 P0(5'-0) 13.386 - 448 39'-7 PO(V-0) 13.406 _ 449 39'-7 P0(16'-5'/s) 13.548 450 39'-7 P0(5'-0) 13.601 451 39'-7 P0(5'-0) 13.786 452 39'-7 P0(5'-0) 14.150 453 39'-7 P0(16'-5'/z) 16.281 454 39'-7 P0(16.-5%) 18.055 455 39'-7 20.740 456 _ 39'-7 P0(5'-0) 13.746 457 39'-7 P0(7'-5) 13.875 1600 39'-7 Spr 7.000 Sprinkler _ 1601 39'-7 Spr 7.000 Sprinkler 1602 39'-7 Spr 7.000 Sprinkler 1603 39'-7 Spr 7.000 Sprinkler __ 1604 39'-7 Spr 7.000 Sprinkler 1605 39'-7 Spr _ 7.000 Sprinkler 1606 39'-7 Spr 7.000 Sprinkler 1607 39'-7 Spr 7.000 Sprinkler 1608 39'-7 Spr 7.000 Sprinkler 1609 39'-7 Spr 7.000 Sprinkler 1610 39'-7 Spr 17.271 Sprinkler 1611 39'-7 Spr 17.271 Sprinkler 1612 39'-7 Spr 17.300 Sprinkler 1613 39'-7 Spr 17.300 Sprinkler 1614 39'-7 Spr 17.329 Sprinkler _ 1615 39'-7 Spr 17.329 Sprinkler 1616 39'-7 Spr 17.357 Sprinkler 1617 39'-7 Spr 17.357 Sprinkler 1618 39'-7 Spr 17.386 Sprinkler 1619 39'-7 Spr 17.386 Sprinkler r-------- -.-,. - _- - s.r,_-_ ---7 Is aiiimmumwormitimpuirimi &©M.E.P.CAD,Inc. 14 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:29PM Page 5 AiHydraulic Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#8) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OD Route 1 BL 1.4420 20.00 3.93 120 0.027631 7'-81,4 Pf 0.213 1714 39'-7 20.00 5.6 12.755 Sprinkler Pe 1713 39'-7 12.968 7'-81/2:13v BL 1.4420 40.17 7.89 120 0.100378 1'-7 Pf 0.907 1713 39'-7 20.17 5.6 12.968 Sprinkler, 7'-5 Pe 457 39'-7 13.875 PO(T-5) 9'-0'1/2 Pv CM _ 2.6350 113.14 6.66 120 0.036192 55'-111/2 Pf 2.622 457 39'-7 72.97 13.875 Flow(q)from Route 18 16'-5'/2 Pe 427 39'-7 16.497 P0(16'-5%) 72'-5V2 Pv CM 2.6350 135.78 7.99 120 0.050723 13'-7 Pf 0.689 427 39'-7 22.65 16.497 Flow(q)from Route 23 Pe 426 39'-7 17.186 13'-7 Pv CM 2.6350 107.06 6.30 120 _ 0.032680 _ 16'-5 Pf 0.537 426 39'-7 17.186 Pe 425 39'-7 17.723 16'-5 Pv CM 2.6350 174.82 10.29 120 0.080955 3'-1% Pf 0.253 425 39'-7 67.76 17.723 Flow(q)from Route 26 Pe 424 39'-7 17.976 3.-1% Pv CM 2.6350 125.86 7.40 120 0.044081 20'-5Y2 Pf 0.902 424 39'-7 17.976 Pe 423 39'-7 18.877 20'-5'/2,Pv rM ')AICA COAC 7 AA ern •n n+ruaa 423 39'-7 _ V j' 18.877 P0(16'-51/2) 32 37'-1 Pe , 401 39'-7 20.225 Z,Ee2(4'-1Y2),P0(16-5%) 126-3 Pv CM 2.6350 200.71 11.81 120 0.104517 54'-10 Pf 9.603 401 39'-7 142.25 20.225 Flow(q)from Route 3 37'-1 Pe 400 39'-7 29.828 2P0(16'-5V2),Ee2(4'-1%) 91-10% Pv • CM 4.2600 415.12 9.34 120 0.038641 16'-2 Pf 4.390 400 39'-7 214.41 29.828 Flow(q)from Route 2 97'-5 Pe 1.987 16 35'-0 36.205 E(13'-2),2f(-0.000),2BV(15'-9Y2 113'-7V2 Pv ),2fE(13'-2),P0(26'-4) ST 4.2600 415.12 9.34 120 0.038641 10'-0 Pf 0.386 16 35'-0 36.205 Pe 4.335 15 25'-0 40.927 10'-0 Pv ST 4.2600 415.12 9.34 120 0.038641 10'-0 Pf 0.386 15 25'-0 40.927 Pe 4.335 14 15'-0 45.648 10'-0 Pv ST 4.2600 415.12 9.34 120 0.038641 47'-6 Pf 8.654 14 15'-0 45.648 176'-5Y2 Pe 5.482 11 2-4% 59.784 2P0(26'-4),5fE(13'-2),2BV(15'- 223'-11% Pv 9'/z),fT(26'-4),WET BOR CM 6.3570 415.12 4.20 120 0.005501 3'-8 Pf 0.117 11 2'-4% 59.784 17'-7 Pe 0.587 10 1'-0 60.488 fE(17'-7) 21'-3 Pv UG 6.3570 415.12 4.20 _150 0.003640 12'-0 Pf 0.106 10 1'-0 60.488 17-1 Pe 2.601 9 -5'-0 63.195 LtE(17'-1) 29'-1 Pv UG 6.0900 415.12 4.57 150 0.004486 4'-3 Pf 0.116 9 -5'-0 63.195 21'-7 Pe -0.000 8 -5'-0 63.311 E(21'-7) 25'-10 Pv UG 6.2800 415.12 4.30 140 0.004389 102'-2% Pf 0.545 8 -5'-0 63.311 22'-1 Pe 7 -5'-0 63.857 E(22'-1) 124'-3Y2 Pv UG 6.0900 415.12 4.57 150 0.004486 18'-11 Pf 0.182 7 -5'-0 63.857 21'-7 Pe 6 -5'-0 64.038 E(21'-7) 40'-6 Pv UG 6.2800 415.12 4.30 150 0.003863 29'-4'/2 Pf 0.114 6 -5'-0 64.038 Pe 5 -5'-0 64.152 29.-4% Pv UG 6.2800 415.12 4.30 140 0.004389 3'-5 Pf 0.112 5 -5'-0 64.152 22'-1 Pe 4 -5'-0 64.264 E(22'-1) 25'-6 Pv UG 6.0900 415.12 4.57 150 0.004486 5'-9 Pf 6.258 4 -5'-0 64.264 Pe 3 -5-0 70.521 BFP(-6.232) 5'-9 Pv k,,©M.E.P.CAD,Inc. ,i.i AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:31 PM Page 6 11 Hydraulic Analysis 1 Job Number:24PCO242 Report Description:Ordinary Group II(#8) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length UG 6.2800 415.12 4.30 140 0.004389 37-0Y2 P• f 0.370 3 -5'-0 70.521 47'-3'/2 Pe 2 -5'-0 70.891 T(47'-3'/2) 84'-3'/2 P• v UG 8.3900 _ 415.12 _ 2.41 140 0.001071 53'-4 Pf 0.057 2 -5'-0 70.891 Pe 1 -5'-0 70.948 S 53'-4 Pv 250.00 Hose Allowance At Source 1 665.12 i -. Route 2 CM 2.6350 50.03 2.94 120 0.008000 2'-21113f 0.017 1706 39'-7 29.64 5.6 13.262 Sprinkler,Flow(q)from Route 4 Pe 445 39'-7 13.279 2'-2 Pv CM 2.6350 69.32 4.08 120 0.014621 0'-4'/2 Pf 0.005 445 39'-7 19.28 13.279 Flow(q)from Route 6 Pe 446 39'-7 13.285 0'-4'/2 Pv CM 2.6350 88.63 5.21 - 120 _ 0.023042 4'-5 Pf 0.102 446 39'-7 19.32 13.285 Flow(q)from Route 9 Pe 447 39'-7 13.386 4'-5 Pv CM 2.6350 108.00 6.35 120 0.033209 0'-7 Pf 0.019 447 39'-7 19.36 13.386 Flow(q)from Route 11 Pe 448 39'-7 13.406 0'-7 Pv CM 2.6350 127.40 7.50 120 0.045086 _ 2'-5'/2 P• f 0.111 448 39'-7 19.41 13.406 Flow(q)from Route 12 Pe 1711 39'-7 13.516 2'-5'% Pv CM 2.6350 147.99 8.71 120 0.059483 0'-6'% Pf 0.032 1711 39'-7 20.59 5.6 13.516 Sprinkler Pe 449 39'-7 13.548 0'-6% Pv CM 2.6350 95.12 5.60 120 0.026257 2'-0 Pf 0.053 449 39'-7 13.548 Pe 450 39'-7 13.601 2'-0 Pv CM 2.6350 114.67 6.75 120 0.037104 6-0 Pf 0.186 450 39'-7 19.55 13.601 Flow(q)from Route 13 Pe '451 39'-7 13.786 5'-0 Pv CM 2.6350 154.00 9.06 120 0.064030 2'-5% Pf 0.157 451 39'-7 19.65+19.68 13.786 Flow(q)from Route 14 and 15 Pe 1718 39'-7 13.944 2'-5% Pv CM 2.6350 174.91 10.29 120 0.081036 2'-6% Pf 0.206 1718 39'-7 20.91 5.6 13.944 Sprinkler Pe 452 39'-7 14.150 2'-6% Pv CM 2.6350 214.77 12.64 120 0.118466 18'-0 Pf 2.131 452 39'-7 19.91+19.94 14.150 Flow(q)from Route 16 and 17 Pe 453 39'-7 16.281 18'-0 Pv CM 2.6350 147.01 8.65 120 0.058756 30'-2 Pf 1.774 453 39'-7 16.281 Pe 454 39'-7 18.055 30'-2 Pv CM 2.6350 94.03 5.53 120 0.025706 96'-3 Pf 2.686 454 39'-7 18.055 8'-3 Pe 455 39'-7 20.740 fE(8'-3) 104'-5% Pv CM 2.6350 94.03 5.53 120 0.025706 4'-2% Pf 0.108 455 39'-7 20.740 Pe 421 39'-7 20 848 4'-2% Pv CM 2.6350 214.41 12.61 120 0.118106 59'-6'/2 Pf 8.979 421 39'-7 120.38 20.848 Flow(q)from Route 24 16'-5% Pe 400 39'-7 29.828 P0(16.-5%) 76'-0% Pv -+ Route 3 CM 2.6350 _67.89 3.99 120 0.014068 2'-5% Pf 0.035 1701 39'-7 47.49 5.6 13.265 Sprinkler,Flow(q)from Route 5 Pe 430 39'-7 13.300 2'-5% Pv CM 2.6350 87.22 _5.13 120 0.022364 76'-6 Pf 2.448 430 39'-7 19.33 13.300 Flow(q)from Route 10 37-11% Pe 429 39'-7 15.748 2P0(16'-5'%) 109'-5% Pv CM 2.6350 87.22 5.13 120 0.022364 14'-5 Pf 0.691 429 39'-7 15.748 16'-5Y2 Pe 428 39'-7 16.439 P0(16'-5%) 30'-11 Pv CM 2.6350 64.57 3.80 120 0.012824 81'-9 Pf 1.101 428 39'-7 16.439 4'-1'% P• e 404 39'-7 17.540 Ee2(4'-1%) 85'-10Y2 Pv /,©M.E.P.CAD,Inc. l4AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:31PM Page 7 ill Hydraulic Analysis i Job Number:24PCO242 Report Description:Ordinary Group II(#8) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 93.29 5.49 120 0.025330 26-3% Pf 1.083 404 39'-7 28.72 17.540 Flow(q)from Route 20 16-5% Pe 403 39'-7 18.623 P0(16-5%) 42'-9 Pv CM 2.6350 93.29 5.49 120 0.025330 15-1 Pf 0.382 403 39'-7 18.623 Pe 402 39'-7 19.005 15'-1 Pv CM 2.6350 142.25 8.37 120 0.055283 22'-0'% Pf 1.220 402 39'-7 48.96 19.005 Flow(q)from Route 25 Pe 401 39'-7 20.225 22'-0% Pv ® Route 4 AO 1.0490 19.26 7.15 120 0.121412 6-8% Pf 1.420 1704 39'-7 19.26 5.6 11.834 Sprinkler, 5-0 Pe 433 39'-7 13.254 P0(5-0) 11'-8'% Pv CM 2.6350 10.34 0.61 120 0.000433 0'-4% Pf 0.000 433 39'-7 13.254 Pe 444 39'-7 13.254 0'-4'% Pv CM 2.6350 29.64 1.74 120 0.003037 2'-5'% Pf 0.007 444 39'-7 19.30 13.254 Flow(q)from Route 7 Pe 1706 39'-7 13.262 2'-5'% Pv iiiii Route 5 AO 1.0490 19.27 7.15 120 0.121473 6'-8'% Pf 1.421 1702 39'-7 19.27 5.6 11.840 Sprinkler, 5-0 Pe 431 39'-7 13.261 P0(5-0) 11'-8Yz Pv CM 2.6350 47.49 2.79 120 0.007264 0'-6% Pf 0.004 431 39'-7 28.22 13.261 Flow(q)from Route 8 Pe 1701 39'-7 13.265 0'-6% Pv Gib Route 6 AO 1.0490 19.28 7.16 120 0.121626 6'-8% Pf 1.423 1707 39'-7 19.28 5.6 11.856 Sprinkler, 5-0 Pe 445 39'-7 13.279 P0(5-0) 11'-8Yz Pv aii Route 7 AO 1.0490 19.30 7.16 120 0.121799 6'-4 Pf 1.380 1705 39'-7 19.30 5.6 11.874 Sprinkler, 5-0 Pe 444 39'-7 13.254 P0(5-0) 11'-4 Pv tap Route 8 AO 1.0490 19.30 7.16 120 0.121810 6-4 Pf 1.380 1703 39'-7 19.30 5.6 11.876 Sprinkler, 5-0 Pe 432 39'-7 13.256 P0(5-0) 11'-4 Pv CM 2.6350 28.22 1.66 120 0.002773 2'-0 Pf 0.006 432 39'-7 8.92 13.256 Flow(q)from Route 19 Pe 431 39'-7 13.261 2'-0 Pv imik Route 9 AO 1.0490 19.32 7.17 120 0.122058 6'-4 Pf 1.383 1708 39'-7 19.32 5.6 11.902 Sprinkler, 5-0 Pe 446 39'-7 13.285 P0(5'-0) 11'-4 Pv Of Route 10 AO 1.0490 19.33 7.18 120 0.122187 6-4 Pf 1.384 1700 39'-7 19.33 5.6 11.915 Sprinkler, 5-0 Pe 430 39'-7 13.300 P0(5-0) 11'-4 Pv iii,- Route 11 AO 1.0490 19.36 7.19 120 0.122542 6-8% Pf 1.434 1709 39'-7 19.36 5.6 11.953 Sprinkler, 5-0 Pe 447 39'-7 13.386 P0(5-0) 11'-8%z Pv GI Route 12 AO 1.0490 19.41 7.20 120 0.123096 6'-4 Pf 1.394 1710 39'-7 19.41 5.6 12.011 Sprinkler, 5-0 Pe 448 39'-7 13.406 P0(5-0) 11'-4 Pv Route 13 AO 1.0490 19.55 7.26 120 0.124767 6'-4 Pf 1.413 1715 39'-7 19.55 5.6 12.188 Sprinkler, 5-0 Pe 450 39'-7 13.601 P0(5-0) 11'-4 Pv CO Route 14 AO 1.0490 19.65 7.29 120 0.125954 6'-8% Pf 1.473 1716 39'-7 19.65 5.6 12.313 Sprinkler, 5-0 Pe 451 39'-7 13.786 P0(5-0) 11'-8% Pv v Route 15 ,,©M.E.P.CAD,Inc. 41111 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:31 PM Page 8 111 Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#8) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length AO 1.0490 19.68 7.31 120 0.126353 6-4 Pf 1.431 1717 39'-7 19.68 5.6 12.355 Sprinkler, 5'-0 Pe 451 39'-7 13.786 P0(5'-0) 11'-4 Pv GO Route 16 AO 1.0490 19.91 7.39 120 0.129048 6-8'/ Pf 1.510 1719 39'-7 19.91 5.6 12.640 Sprinkler, 5'-0 Pe 452 39'-7 14.150 P0(5'-0) 11'-8'/= Pv w Route 17 AO 1.0490 19.94 7.40 120 0.129455 6'-4 Pf 1.466 1720 39'-7 19.94 5.6 12.683 Sprinkler, 5'-0 Pe 452 39'-7 14.150 P0(5'-0) 11'-4 Pv ea Route 18 AO 1.0490 20.10 7.46 120 0.131303 1'-7 Pf 0.867 1712 39'-7 20.10 5.6 12.879 Sprinkler, 5'-0 Pe 456 39'-7 13.746 P0(5'-0) 6'-7 Pv CM 2.6350 72.97 4.29 120 0.016079 8'-0 Pf 0.129 456 39'-7 52.87 13.746 Flow(q)from Route 27 Pe 457 39'-7 13.875 8'-0 Pv Route 19 CM 2.6350 8.92 0.52 120 0.000329 4'-7'% Pf 0.002 433 39'-7 10.34 13.254 Flow(q)from Route 4 Pe 432 39'-7 13.256 4'-7'% Pv Route 20 CM 2.6350 28.72 1.69 120 0.002864 5'-0 Pf 0.014 411 39'-7 28.72 17.336 Flow(q)from Route 21 Pe 410 39'-7 17.350 5'-0 Pv CM 2.6350 28.72 1.69 120 0.002864 2'-51/2 P• f 0.007 410 39'-7 17.350 Pe 409 39'-7 17.357 2'-5'/: Pv CM 2.6350 28.72 1.69 120 0.002864 2'-6'% Pf 0.007 409 39'-7 17.357 Pe 408 39'-7 17.365 2'-6'% P• v CM 2.6350 28.72 1.69 120 0.002864 5'-0 Pf 0.014 408 39'-7 17.365 Pe 407 39'-7 17.379 5'-0 Pv CM 2.6350 28.72 1.69 120 0.002864 2'-5'% P• f 0.007 407 39'-7 17.379 Pe 406 39'-7 17.386 2'-5'% P• v CM 2.6350 28.72 1.69 120 0.002864 2'-6'% Pf 0.007 406 39'-7 17.386 Pe 405 39'-7 17.393 2'-6'% P• v CM 2.6350 28.72 1.69 120 0.002864 22'-5 Pf 0.147 405 39'-7 17.393 28'-10 Pe 404 39'-7 17.540 fE(8'-3),Ee2(4'-1'/),P0(16-5%) 51-3 Pv 4 Route 21 CM 2.6350 28.72 1.69 120 0.002864 2'-6'% P• f 0.007 419 39'-7 28.72 17.271 Flow(q)from Route 22 Pe 418 39'-7 17.279 2'-6'% Pv CM 2.6350 28.72 1.69 120 0.002864 5'-0 Pf 0.014 418 39'-7 17.279 Pe 416 39'-7 17.293 5'-0 Pv CM 2.6350 28.72 1.69 120 0.002864 2'-5% Pf 0.007 416 39'-7 17.293 Pe 415 39'-7 17.300 2'-5% P• v CM 2.6350 28.72 1.69 120 0.002864 2'-6% Pf 0.007 415 39'-7 17.300 Pe 414 39'-7 17.307 2'-6'% Pv CM 2.6350 28.72 1.69 120 0.002864 5'-0 Pf 0.014 414 39'-7 17.307 Pe 413 39'-7 17.322 5'-0 Pv CM 2.6350 28.72 1.69 120 0.002864 2'-5'% P• f 0.007 413 39'-7 17.322 Pe 412 39'-7 17.329 2'-5'% Pv CM 2.6350 28.72 1.69 120 0.002864 2'-6% Pf 0.007 412 39'-7 17.329 Pe 411 39'-7 17.336 2'-6'/ Pv wt Route 22 ,,©M.E.P.CAD,Inc. ill AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:31 PM Page 9 r- i Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#8) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 28.72 1.69 120 0.002864 10'-10 Pf 0.078 426 39'-7 17.186 P0(16'-5%) 16'-5'/2 Pe 420 39'-7 17.264 27'-4 Pv CM 2.6350 28.72 1.69 120 0.002864 2'-51/2 Pf 0.007 420 39'-7 17.264 Pe 419 39'-7 17.271 2'-5'/2 Pv fie Route 23 CM 2.6350 22.65 1.33 120 0.001846 15'-2'/2 Pf 0.058 428 39'-7 16.439 P0(16-51/2) 16'-5% Pe 427 39'-7 16.497 31'-8 Pv = Route 24 CM 2.6350 120.38 7.08 120 0.040595 29'-10 Pf 1.879 422 39'-7 52.98+67.40 18.969 Flow(q)from Route 28 and 29 16'-5% Pe 421 39'-7 20.848 P0(16'-5%) 46'-3% Pv cao Route 25 CM 2.6350 48.96 2.88 120 0.007685 96'-10'/2 Pf 1.029 424 39'-7 17.976 P0(16'-5%) 37-1 Pe 402 39'-7 19.005 Ee2(4'-1%),P0(16'-5'/2) 133'-11 Pv Route 26 CM 2.6350 67.76 3.99 120 0.014019 69'-10% Pf 1.442 453 39'-7 16.281 P0(16'-5'/2) 32'-11'/2 Pe 425 39'-7 17.723 P0(16'-5'/2) 102'-10 Pv = Route 27 CM 2.6350 52.87 3.11 120 0.008860 5'-11 Pf 0.198 449 39'-7 13.548 P0(16'-5%) 16'-5'% Pe 456 39'-7 13.746 22'-4'% Pv • Route 28 CM 2.6350 52.98 3.12 120 0.008892 69'-10% Pf 0.914 454 39'-7 18.055 P0(16'-5%) 32'-11'% Pe 422 39'-7 18.969 P0(16'-5'/2) 102'-10 Pv air Route 29 CM 2.6350 67.40 3.97 120 0.013884 6-7 Pf 0.092 423 39'-7 58.46 18.877 Flow(q)from Route 1 Pe 422 39'-7 18.969 6-7 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter SchedulPipe Inside Diameter 4 87 Value Of C Multiplying 100 130 140 150 Schedule 40 Steel =Factor I ) PY 9 Factor 0.713 1.16 1.33 1.51 (,©M.E.P.CAD,Inc. 4 nAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:31 PM Page 10 {01 Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#8) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross MainFlow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �{ ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:38:31 PM Page 11 itHydraulic Summary Job Number:24PCO242 Report Description:Ordinary Group II(#9) Job Job Number Design Engineer gine 24PCO242 Megan Norman Job Name: State Carbficaton/License Number TIGARD SELF STORAGE Address t AHJ 7600 SW ATLANTA STREET Address 2 Job SIWStWng TIGARD,OR Address 3 Dressing Name Tigard Self Storage-Level 5.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 22.00 at 15.434 Ordinary Group II Hose Allowance At Source Densly Area of Application 250.00 0.20gpm/ft2 1500ft2(Actual 912ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(aoml 20 130ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 445.89 695.89 Maximum Pressure Unbalance In Loops 0.000 Maximum VNodty Above Ground 15.11 between nodes 520 and 519 Maximum Velocity Under Ground 4.91 between nodes 3 and 4 Volume capacity of Wet Plpee Volume capacity of Dry Pipes 2211.39ga1 15.20gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) °@ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 93.000 81.000 1 2093.50 91.916 695.89 86.915 5.001 w Contractor Contractor Number Contact Name Contact Ttle 24PCO244 Megan Norman,EIT Name of Contractor. Phone Extension Cosco Fire Protection 360-883-6383 Address t - FA% 2501 SE Columbia Way#100 Address 2 Email Vancouver,WA 98661 mnorman@coscofire.com Ad*ess3 WObSbe www.coscofire.com �j ©M.E.P.CAD,Inc. ;} AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:19PM Page 1 Hydraulic Graph Job Number:24PCO242 Report Description:Ordinary Group II(#9) Supply at Node 1 100 Static Pressure 93.000 90 f 445.89 @ 86.915 695.89 with hose streams 093.50©81.000 80 70 60 ystem demand curve N a Ei 50 40 30 20 10 0 umiuii iiiuiiii iiiuiiii 11111111 I i i l i l l i l i i i l l l i i i l l l l l i i l l i i i i i lilt ' i l i l i i l l l 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Supply at Node 1 Static:Pressure 93.000 Residual:Pressure 81.000 @ 2093.50 Available Pressure at Taal ofTest 91.916 @ 695.89 System Demand 86.915 @ 445.89 System Dealer.Ilncludh,a HoseMwwmaz et soureel 86.915 @ 695.89 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:20PM Page 2 11 Summary Of Outflowing Devices Job Number:24PCO242 ti Report Description:Ordinary Group II(#9) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1800 22.43 _ 5.00 5.6 16.044 Sprinkler 1801 22.36 20.00 5.6 15.941 Sprinkler 1802 22.26 10.00 5.6 15.807 Sprinkler 1803 22.24 5.00 5.6 15.774 Sprinkler 1804 22.15 5.00 5.6 15.641 Sprinkler 1805 22.17 20.00 5.6 --15.872 - Sprinkler 1806 22.01 16.00 5.6 15.444 Sprinkler 1807 22.11 5.00 5.6 15.590 Sprinkler 1808 22.11 5.00 5.6 15.587 Sprinkler 1809 22.16 20.00 5.6 15.662 c> Sprinkler 1810 22.00 22.00 5.6 15.434 Sprinkler 1811 22.18 5.00 5.6 15.693 Sprinkler 1812 22.13 5.00 5.6 15.610 Sprinkler 1813 22.28 20.00 5.6 15.834 Sprinkler 1814 22.12 20.00 5.6 15.603 Sprinkler 1815 22.32 5.00 5.6 15.888 Sprinkler 1816 22.56 5.00 5.6 16.230 Sprinkler 1817 22.77 20.00 5.6 16.526 Sprinkler 1818 22.60 20.00 5.6 16.286 b Most Demanding Sprinkler Data ili k,©M.E.P.CAD,Inc. ,i9 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:27PM Page 3 1- _ Node AnalysisII Job Number:24PCO242 Arial- Report Description:Ordinary Group II(#9) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 507 50'-4 P0(5.-0) 17.078 508 50'-4 PO(5'-0) 16.934 509 50'-4 PO(7'-5) 16.888 510 50'-4 PO(5'-0) 16.879 511 50'-4 P0(5'-0) 16.876 512 50'-4 P0(7'-5) 16.878 513 50'-4 P0(5'-0) 16.901 514 50'-4 P0(5'-0) 16.990 515 50'-4 P0(7'-5) 17.062 516 50'-4 P0(5'-0) 17.200 517 50'-4 P0(5'-0) 17.568 518 50'-4 P0(7'-5) 17.803 519 50'-4 P0(5'-0) 18.146 520 50'-4 P0(16'-5'/z) 22.711 521 50'-4 P0(16-51/2) 28.581 522 50'-4 P0(16'-51/2) 26.266 523 50'-4 P0(16'-5'/z) 26.063 524 50'-4 P0(16'-5'/z) 24.781 525 50'-4 P0(16'-5%) 24.504 526 50'-4 P0(16'-5%) 22.963 527 50'-4 P0(16'-51/2) 22.959 528 50'-4 fE(8'-3) 23.101 529 50'-4 P0(5'-0) 23.679 530 50'-4 P0(5'-0) 23.695 531 50'4 P0(5'-0) 23.710 532 50'4 P0(5.-0) 23.739 533 50'-4 P0(5.-0) 23.741 534 50'-4 P0(5'-0) 23.770 535 50'-4 P0(5'-0) 23.772 536 50'-4 P0(5'-0) 23.799 537 50'-4 P0(5'-0) 23.803 538 50'-4 P0(16'-5'/z) 23.822 539 50'-4 P0(5.-0) 23.879 540 50'-4 P0(5'-0) 24.023 541 50'-4 P0(5'-0) 24.156 542 50'-4 P0(16'-5'/z) 24.683 543 50'4 28.406 544 50'-4 P0(7'-5) 23.519 1900 50'-4 Spr 7.000 Sprinkler 1901 50'4 Spr 23.691 Sprinkler 1902 50'-4 Spr 7.000 Sprinkler 1903 50'-4 Spr 7.000 Sprinkler 1904 50'-4 Spr 23.736 Sprinkler 1905 50'-4 Spr 7.000 Sprinkler 1906 50'4 Spr 7.000 Sprinkler 1907 50'-4 Spr 7.000 Sprinkler 1908 50'-4 Spr 7.000 Sprinkler 1909 50'4 Spr 23.796 Sprinkler 1910 50'-4 Spr 7.000 Sprinkler 1911 50'4 Spr 7.000 Sprinkler 1912 50'-4 Spr 23.519 Sprinkler 1913 50'-4 Spr 23.519 Sprinkler 1914 50'-4 Spr 7.000 Sprinkler 1916 50'-4 Spr 7.000 Sprinkler 1917 50'-4 Spr 7.000 Sprinkler 1918 50'-4 Spr 7.000 Sprinkler 1919 50'-4 Spr 7.000 Sprinkler 1 -5'-0 S 86.915 445.89 1800 50'-4 Spr(-16.044) 16.044 22.43 1801 50'-4 Spr(-15.941) 15.941 22.36 1802 50'-4 Spr(-15.807) 15.807 22.26 1803 50'-4 Spr(-15.774) 15.774 22.24 fk,©M.E.P.CAD,Inc. igi A u t o S P R I N K 2018 v14.3.10.0 5/14/2019 3:32:29PM Page 4 1-▪ Node Analysis ` Job Number:24PCO242 ▪ r 5 Report Description:Ordinary Group II(#9) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1804 50'-4 Spr(-15.641) 15.641 22.15 1805 50'-4 Spr(-15.672) 15.672 22.17 1806 50'-4 Spr(-15.444) 15.444 22.01 1807 50'-4 Spr(-15.590) 15.590 22.11 1808 50'-4 Spr(-15.587) 15.587 22.11 1809 50'-4 Spr(-15.662) 15.662 22.16 1810 50'-4 Spr(-15.434) 15.434 22.00 1811 50'-4 Spr(-15.693) 15.693 , 22.18 1812 50'-4 Spr(-15.610) 15.610 22.13 1813 50'-4 Spr(-15.834) 15.834 22.28 1814 50'-4 Spr(-15.603) 15.603 22.12 1815 50'-4 Spr(-15.888) 15.888 22.32 1816 50'-4 Spr(-16.230) 16.230 22.56 1817 50'-4 Spr(-16.526) 16.526 22.77 1818 50'-4 Spr(-16.286) 16.286 22.60 1819 50'-4 Spr(-16.767) 16.767 22.93 2 -5'-0 T(47-3'/s) 86.850 3 -5'-0 BFP(-6.300) 86.427 4 -5'-0 E(22'-1) 80.098 5 -5'-0 T(33'-5%) 79.971 6 -5'-0 E(21'-7) 79.841 7 -5'-0 E(22'-1) 79.634 8 -5'-0 E(21'-7) 79.011 9 -5'-0 78.879 10 1'-0 76.157 11 2'-4%, PO(26'-4) 75.436 14 15'-0 P0(26.-4) 60.076 15 25'-0 P0(26'-4) 55.300 16 35'-0 P0(26'-4) 50.524 17 45'-0 P0(26'-4) 45.792 18 -5'-0 S 87.934 192 50'-4 P0(5.-0) 24.167 194 50'-4 P0(16'-5%) 25.936 495 41'-8 T(26'-4) 47.338 500 50'-4 P0(16'-5%) 38.436 501 50'-4 P0(16'-5'/Z) 27.017 502 50'-4 P0(16'-5%),C(16.-5'/:) 25.287 503 50'-4 P0(16'-5%) 24.471 504 50'-4 P0(16'-5%) 22.181 505 50'-4 P0(5'-0) 17.368 506 50'-4 P0(7'-5) 17.180 iii -„_ _ .. ht ©M.E.P.CAD,Inc. iii AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:29PM Page 5 Hydraulic Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length -+ Route 1 _BL 1.4420 22.00 4.32 120 0.032959 6'-11 Pf 0.228 1810 50'-4 22.00 5.6 15.434 Sprinkler Pe 1809 50'-4 15.662 6'-11 Pv BL 1.4420 44.16 8.68 120 _ 0.119629 2'-8'% Pf 1.216 1809 50'-4 22.16 5.6 15.662 Sprinkler, 7'-5 Pe 512 50'-4 16.878 PO(T-5) 10'-2 Pv CM 2.6350 54.88 3.23 120 0.009493 2'-5'/ Pf 0.023 512 50'-4 10.72 16.878 Flow(q)from Route 25 Pe 513 50'-4 16.901 2'-5'/: Pv CM 2.6350 77.01 4.53 120 0.017764 5'-0 Pf 0.089 513 50'-4 22.13 16.901 Flow(q)from Route 9 Pe 514 50'-4 16.990 5'-0 Pv CM 2.6350 99.19 5.84 120 0.028374 2'-6%: Pf 0.072 514 50'-4 22.18 16.990 Flow(q)from Route 11 Pe 515 50'-4 17.062 2'-6% Pv CM 2.6350 143.59 8.45 120 0.056254 2'-5'% Pf 0.139 515 50'-4 44.40 17.062 Flow(q)from Route 2 Pe 516 50'-4 17.200 2'-5'%Pv CM 2.6350 165.92 9.76 120 0.073493 5'-0 Pf 0.367 516 50'-4 22.32 17.200 Flow(q)from Route 14 Pe 517 50'-4 17.568 5'-0 Pv CM 2.6350 188.48 11.09 120 0.093042 2'-6'% Pf 0.236 517 50'-4 22.56 17.568 Flow(q)from Route 16 Pe 518 50'-4 17.803 2'-6%Pv CM 2.6350 233.84 13.76 120 0.138661 2'-5% Pf 0.342 518 50'-4 45.36 17.803 Flow(q)from Route 5 Pe 519 50'-4 18.146 2'-5'/s Pv CM 2.6350 256.77 15.11 120 0.164859 11'-2'/ Pf 4.566 519 50'-4 22.93 18.146 Flow(q)from Route 17 16'-5/ Pe 520 50'-4 22.711 PO(16'-5'%) 27'-8'/: Pv CM 2.6350 205.51 12.09 120 0.109193 16'-5 Pf 1.793 520 50'-4 22.711 Pe 525 50'-4 24.504 16'-5 Pv CM 2.6350 183.54 10.80 120 0.088583 3'-11/2 Pf 0.277 525 50'-4 24.504 Pe 524 50'-4 24.781 3'-1% Pv CM 2.6350 152.21 8.96 120 0.062660 20'-5'% Pf 1.282 524 50'-4 24.781 Pe 523 50'-4 26.063 20'-5/ Pv CM 2.6350 103.65 6.10 120 0.030779 6'-7 Pf 0.203 523 50'-4 26.063 Pe 522 50'-4 26.266 6'-7 Pv CM 2.6350 134.18 7.89 120 0.049619 30'-2'% Pf 2.315 522 50'-4 30.53 26.266 Flow(q)from Route 24 16'-5'% Pe 521 50'-4 28.581 P0(16'-5/) 46'-8 Pv CM 2.6350 225.47 13.27 120 0.129622 59'-6'% Pf 9.855 521 50'-4 91.30 28.581 Flow(q)from Route 19 16'-5'% Pe 500 50'-4 38.436 3Z,PO(16'-5'%) 76'-0% Pv CM 4.2600 445.89 10.04 120 0.044106 16'-11 Pf 5.044 500 50'-4 220.42 38.436 Flow(q)from Route 3 97'-5 Pe 2.312 17 45-0 45.792 3fE(13'-2),2f(-0.000),2BV(15'-9 114'-4% Pv %),P0(26'-4) _ST 4.2600 366.23 8.24 120 0.030646 3'-4 Pf 0.102 17 45'-0 45.792 Pe 1.444 495 41'-8 47.338 3'-4 Pv ST 4.2600 445.89 10.04 120 0.044106 6'-8 Pf 0.294 495 41'-8 79.66 47.338 Flow(q)from Route 18 Pe 2.891 16 36-0 50.524 6'-8 Pv ST 4.2600 445.89 10.04 120 0.044106 _ 10'-0 Pf 0.441 16 35-0 50.524 Pe 4.335 15 25'-0 55.300 10'-0 Pv ST 4.2600 445.89 10.04 120 0.044106 10'-0 Pf 0.441 15 25'-0 55.300 Pe 4.335 14 15'-0 60.076 10'-0 Pv ,©M.E.P.CAD,Inc. al AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:31 PM Page 6 iiiiHydraulic Analysis i Job Number:24PCO242 Report Description:Ordinary Group II(#9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ST _ 4.2600 445.89 10.04 120 0.044106 47'-6 Pf 9.878 14 15'-0 60.076 176'-51/2 Pe 5.482 11 2'-41/2 75.436 2P0(26'-4),5fE(13'-2),2BV(15'- 223'-11'% Pv 9%),fT(26'-4),WET BOR CM 6.3570 445.89 4.51 120 0.006279 3'-8 Pf 0.133 11 2'-4'% 75.436 17-7 Pe 0.587 10 1'-0 76.157 fE(17'-7) 21'-3 Pv UG 6.3570 445.89 4.51 150 0.004155 12'-0 Pf 0.121 10 1'-0 76.157 17'-1 Pe 2.601 9 -5'-0 78.879 LtE(17'-1) 29'-1 Pv UG 6.0900 445.89 4.91 150 0.005121 4'-3 Pf 0.132 9 -5'-0 78.879 21'-7 Pe -0.000 8 -5'-0 79.011 E(21'-7) 25'-10 Pv UG 6.2800 445.89 4.62 140 0.005010 102'-2'% Pf 0.623 8 -5'-0 79.011 22'-1 Pe 7 -5'-0 79.634 E(22'-1) 124'-31/2 Pv UG 6.0900 445.89 4.91 150 0.005121 18'-11 Pf 0.207 7 -5-0 79.634 21'-7 Pe 6 -5'-0 79.841 E(21'-7) 40'-6 Pv UG 6.2800 445.89 4.62 150 0.004409 29'-41/2 Pf 0.130 6 -5'-0 79.841 Pe 5 -5'-0 79.971 29'-4'% Pv UG 6.2800 445.89 4.62 140 0.005010 3'-5 Pf 0.128 5 -5'-0 79.971 22'-1 Pe 4 -5'-0 80.098 E(22'-1) 25'-6 Pv UG 6.0900 445.89 4.91 150 0.005121 5'-9 Pf 6.329 4 -5'-0 80.098 Pe 3 -5'-0 86.427 BFP(-6.300) 5'-9 Pv UG 6.2800 445.89 4.62 140 0.005010 37'-0'% Pf 0.422 3 -5'-0 86.427 47'-3'% Pe 2 -5'-0 86.850 T(47'-3%) 84'-31/2 Pv UG 8.3900 445.89 2.59 140 0.001222 53'-4 Pf 0.065 2 -5'-0 86.850 Pe 1 -5'-0 86.915 S 58'-4 Pv 250.00 Hose Allowance At Source 1 695.89 ® Route 2 BL 1.4420 22.12 4.35 _ 120 0.033294 6'-11 Pf 0.231 1814 50'-4 22.12 5.6 15.603 Sprinkler Pe 1813 50'-4 15.834 6'-11 Pv BL 1.4420 44.40 8.72 120 0.120842 2'-8'% Pf 1.228 1813 50'-4 22.28 5.6 15.834 Sprinkler, 7'-5 Pe 515 50'-4 17.062 PO(7-5) 10'-2 Pv -. Route 3 BL 1.4420 44.18 8.68 120 0.119700 2'-8'% Pf 1.216 1805 50'-4 22.01 5.6 15.672 Sprinkler„Flow(q)from Route 6 7'-5 Pe 509 50'-4 16.888 P0(7-5) 10'-2 Pv CM 2.6350 77.68 4.57 120 0.018051 2'-6% Pf 0.046 509 50'-4 33.50 16.888 Flow(q)from Route 7 Pe 508 50'-4 16.934 2'-6% Pv CM -" 2.6350 99.82 5.87 120 0.028710 I 5-0 Pf 0.144 508 50'-4 22.15 16.934 Flow(q)from Route 10 Pe 507 50'-4 17.078 5'-0 Pv CM 2.6350 122.07 7.18 120 0.041653 2'-5'% Pf 0.103 507 50'-4 22.24 17.078 Flow(q)from Route 12 Pe 506 50'-4 17.180 2'-5% Pv CM 2.6350 166.69 9.81 120 0.074127 2'-6% Pf 0.188 506 50'-4 44.62 17.180 Flow(q)from Route 4 Pe 505 50'-4 17.368 2'-6'%Pv CM 2.6350 189.12 11.13 120 0.093630 22'-7 Pf 4.813 505 50'-4 22.43 17.368 Flow(q)from Route 15 28'-10 Pe 504 50'-4 22.181 fE(8'-3),Ee2(4'-1'%),P0(16'-5%) 51'-5 Pv CM 2.6350 140.53 8.27 120 0.054052 25'-11 Pf 2.291 504 50'-4 22.181 16'-5'% Pe 503 50'-4 24.471 P0(16.-5%) 42'-4% Pv ki,©M.E.P.CAD,Inc. ,?#AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:31 PM Page 7 415_Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 140.53 8.27 120 0.054052 15-1 Pf 0.815 503 50'-4 24.471 Pe 502 50'-4 25.287 15-1 Pv CM 2.6350 171.85 10.11 120 0.078432 22'-0'% Pf 1.730 502 50'-4 31.33 25.287 Flow(q)from Route 21 Pe 501 50'-4 27.017 22'-0'% Pv CM 2.6350 220.42 12.97 120 0.124296 54'-9'% Pf 11.419 501 50'-4 48.56 27.017 Flow(q)from Route 20 37'-1 Pe 500 50'-4 38.436 2PO(16'-5%),Ee2(4'-1%) 91'-10% Pv GO Route 4 BL 1.4420 44.62 8.77 120 0.121949 2'-8'% Pf 1.239 1801 50'-4 22.26 5.6 15.941 Sprinkler„Flow(q)from Route 7'-5 Pe 506 50'-4 17.180 13 10'-2 Pv P0(7-5) G Route 5 BL 1.4420 22.60 4.44 120 0.034639 6'-11 Pf 0.240 1818 50'-4 22.60 5.6 16.286 Sprinkler Pe 1817 50'-4 16.526 6'-11 Pv BL 1.4420 45.36 8.91 120 0.125724 2'-8'% Pf 1.277 1817 50'-4 22.77 5.6 16.526 Sprinkler, 7'-5 Pe 518 50'-4 17.803 PO(T-5) 10'-2 Pv Route 6 BL 1.4420 22.01 4.32 120 0.032979 6'-11 Pf 0.228 1806 50'-4 22.01 5.6 15.444 Sprinkler Pe 1805 50'-4 15.672 6'-11 Pv wa Route 7 AO 1.0490 22.11 8.21 120 0.156652 3'-3 Pf 1.289 1808 50'-4 22.11 5.6 15.587 Sprinkler, 5-0 Pe 511 50'-4 16.876 P0(5-0) 8'-3 Pv CM 2.6350 11.39 0.67 120 0.000518 5'-0 Pf 0.003 511 50'-4 16.876 Pe 510 50'-4 16.879 5-0 Pv CM 2.6350 33.50 1.97 120 0.003809 2'-5'% Pf 0.009 510 50'-4 22.11 16.879 Flow(q)from Route 8 Pe 509 50'-4 16.888 2'-51/2 Pv GO Route 8 AO 1.0490 22.11 8.21 _ 120 0.156674 3'-3 Pf 1.289 1807 50'-4 22.11 5.6 15.590 Sprinkler, 5-0 Pe 510 50'-4 16.879 P0(5'-0) 8'-3 Pv G Route 9 AO 1.0490 22.13 8.21 120 0.156865 3'-3 Pf 1.291 1812 50'-4 22.13 5.6 15.610 Sprinkler, 5-0 Pe 513 50'-4 16.901 P0(5'-0) 8'-3 Pv Q Route 10 AO 1.0490 22.15 8.22 120 0.157150 3'-3 Pf 1.293 1804 50'-4 22.15 5.6 15.641 Sprinkler, 5-0 Pe 508 50'-4 16.934 PO(5'-0) 8'-3 Pv Iiiii.- Route 11 AO 1.0490 22.18 8.24 120 0.157631 3'-3 Pf 1.297 1811 50'-4 22.18 5.6 15.693 Sprinkler, 5-0 Pe 514 50'-4 16.990 P0(5-0) 8'-3 Pv ✓ Route 12 AO 1.0490 22.24 8.26 120 0.158389 3'-3 Pf 1.303 1803 50'-4 22.24 5.6 15.774 Sprinkler, 5'-0 Pe 507 50'-4 17.078 P0(5-0) 8'-3 Pv w Route 13 BL 1.4420 22.26 4.37 120 0.033695 4'-0 Pf 0.135 1802 50'-4 22.26 5.6 15.807 Sprinkler Pe 1801 50'-4 15.941 4'-0 Pv iiiilt Route 14 AO 1.0490 22.32 8.29 120 0.159449 3'-3 Pf 1.312 1815 50'-4 22.32 5.6 15.888 Sprinkler, 5-0 Pe 516 50'-4 17.200 P0(5-0) 8'-3 Pv co Route 15 AO 1.0490 22.43 8.33 120 0.160894 3'-3 Pf 1.324 1800 50'-4 22.43 5.6 16.044 Sprinkler, 5'-0 Pe 505 50'-4 17.368 P0(5-0) 8'-3 Pv Vat Route 16 k,©M.E.P.CAD,Inc. iligAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:31PM Page 8 4111 Hydraulic Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length AO 1.0490 22.56 8.37 120 0.162616 3'-3 Pf 1.338 1816 50'-4 22.56 5.6 16.230 Sprinkler, 5-0 Pe 517 50'-4 17.568 P0(5'-0) 8'-3 Pv as Route 17 AO 1.0490 22.93 8.51 120 0.167586 _ 3'-3 Pf 1.379 1819 50'-4 22.93 5.6 16.767 Sprinkler, 5'-0 Pe 519 50'-4 18.146 PO(F-0) 8'-3 Pv GO Route 18 ST 4.2600 79.66 1.79 120 0.001823 3'-4 Pf 0.102 17 45-0 45.792 P0(26-4) 52'-8 Pe 1.444 495 41'-8 47.338 T(26'-4) 56'-0 Pv = Route 19 CM 2.6350 121.82 7.17 120 0.041501 30'-2 Pf 1.253 542 50'-4 99.85+21.97 24.683 Flow(q)from Route 22 and 27 Pe 194 50'-4 25.936 30'-2 Pv CM 2.6350 91.30 5.37 120 0.024339 93'-3 Pf 2.470 194 50'-4 25.936 8'-3 Pe 543 50'-4 28.406 fE(8'-3) 101'-6 Pv CM 2.6350 91.30 5.37 120 0.024339 7'-2 Pf 0.175 543 50'-4 28.406 Pe 521 50'-4 28.581 7'-2 Pv fia Route 20 DY 2.6350 48.56 2.86 120 0.007571 89'-0 Pf 0.954 523 50'-4 26.063 P0(16'-5%) 37'-1 Pe 501 50'-4 27.017 Ee2(4'-1'/2),P0(16'-5%) 126'-1 Pv wt Route 21 CM 2.6350 31.33 1.84 120 0.003364 96'-10% Pf 0.506 524 50'-4 24.781 P0(16-5%) 53'-6'% Pe 502 50'-4 25.287 Ee2(4'-1'/2),P0(16-5%),C(16'-5 150'-5 Pv 1/2) Qs Route 22 CM 2.6350 5.02 0.30 120 0.000114 15'-0 Pf 0.004 527 50'-4 48.59 22.959 Flow(q)from Route 26 16'-5'% Pe 526 50'-4 22.963 P0(16'-5%) 31-5% Pv CM 2.6350 56.28 3.31 120 0.009945 55'-111/2 Pf 0.557 526 50'-4 51.26 22.963 Flow(q)from Route 28 Pe 544 50'-4 23.519 55'-11'% Pv CM 2.6350 56.28 3.31 120 0.009945 13'-11 Pf 0.302 544 50'-4 23.519 16'-5'% Pe 538 50'-4 23.822 P0(16'-5'/2) 30'-41/2 Pv CM 2.6350 99.85 5.87 120 0.028726 2'-0 Pf 0.058 538 50'-4 43.57 23.822 Flow(q)from Route 23 Pe 539 50'-4 23.879 2'-0 Pv CM 2.6350 99.85 5.87 120 0.028726 5'-0 Pf 0.144 539 50'-4 23.879 Pe 540 50'-4 24.023 5'-0 Pv CM 2.6350 99.85 5.87 120 0.028726 4'-7Y2 Pf 0.133 540 50'-4 24.023 Pe 541 50'-4 24.156 4'-7Y2 Pv CM 2.6350 99.85 5.87 120 0.028726 0'-4V2 Pf 0.011 541 50'-4 24.156 Pe 192 50'-4 24.167 0'-4Y2 Pv CM 2.6350 99.85 5.87 120 _ 0.028726 18'-0 Pf 0.517 192 50'-4 24.167 Pe 542 50'-4 24.683 18'-0 Pv w Route 23 CM 2.6350 43.57 2.56 120 0.006195 2'-0 Pf 0.012 529 50'-4 43.57 23.679 Flow(q)from Route 29 Pe 1901 50'-4 23.691 2'-0 Pv CM 2.6350 43.57 2.56 120 0.006195 0'-6 Pf 0.003 1901 50'-4 5.6 23.691 Pe 530 50'-4 23.695 0'-6 Pv CM 2.6350 43.57 2.56 120 0.006195 2'-6 Pf 0.016 530 50'-4 23.695 Pe 531 50'-4 23.710 2'-6 Pv CM 2.6350 43.57 2.56 120 0.006195 4'-1'/ Pf 0.026 531 50'-4 23.710 Pe 1904 50'-4 23.736 4'-1 Y2 Pv (,©M.E.P.CAD,Inc. iAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:31PM Page 9 A Hydraulic Analysis 1 Job Number:24PCO242 Report Description:Ordinary Group II(#9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 43.57 2.56 120 0.006195 0'-6 Pf 0.003 1904 50'-4 5.6 23.736 Pe 532 50'-4 23.739 0'-6 Pv CM 2.6350 43.57 2.56 120 0.006195 0'-4'/ Pf 0.002 532 50'-4 23.739 Pe 533 50'-4 23.741 0'-41/2 Pv CM 2.6350 43.57 2.56 120 0.006195 4'-7% Pf 0.029 533 50'-4 23.741 Pe 534 50'-4 23.770 4.-7'/2 Pv CM 2.6350 43.57 2.56 120 0.006195 0'-4% Pf 0.002 534 50'-4 23.770 Pe 535 50'-4 23.772 0'-4'/2 Pv CM 2.6350 43.57 2.56 120 0.006195 3'-11 Pf 0.024 535 50'-4 23.772 Pe 1909 50'-4 23.796 3'-11 Pv CM 2.6350 43.57 2.56 120 0.006195 0'-6 Pf 0.003 1909 50'-4 5.6 23.796 Pe 536 50'-4 23.799 0'-6 Pv CM 2.6350 43.57 2.56 120 0.006195 0'-7 Pf 0.004 536 50'-4 23.799 Pe 537 50'-4 23.803 0'-7 Pv CM 2.6350 43.57 2.56 120 0.006195 3'-0 Pf 0.019 537 50'-4 23.803 Pe 538 50'-4 23.822 3'-0 Pv ® Route 24 CM 2.6350 30.53 1.80 120 0.003207 69'-10'% Pf 0.330 194 50'-4 25.936 PO(16-5%) 32'-11'% Pe 522 50'-4 26.266 P0(16-5%) 102'-10 Pv O 11 Route 25 CM 2.6350 10.72 0.63 120 0.000463 2'-6'% Pf 0.001 511 50'-4 11.39 16.876 Flow(q)from Route 7 Pe 512 50'-4 16.878 2'-6% Pv Route 26 CM 2.6350 48.59 2.86 120 0.007579 82'-1% Pf 0.778 504 50'-4 140.53 22.181 Flow(q)from Route 3 20'-7 Pe 527 50'4 22.959 Ee2(4'-1%),PO(16-5%) 102'-8% Pv t Route 27 CM 2.6350 21.97 1.29 120 0.001745 69'-10'/ Pf 0.179 525 50'-4 24.504 P0(16-5%) 32'-11'% Pe 542 50'-4 24.683 P0(16-5%) 102'-10 Pv GiII Route 28 CM 2.6350 51.26 3.02 120 0.008367 13'-7 Pf 0.251 520 50'-4 205.51 22.711 Flow(q)from Route 1 16-5% Pe 526 50'-4 22.963 P0(16'-5%) 30'-0% Pv wa Route 29 CM 2.6350 43.57 2.56 120 0.006195 76-10% Pf 0.578 528 50'-4 43.57 23.101 Flow(q)from Route 30 16-5% Pe 529 50'-4 23.679 P0(16-5%) 93'-4% Pv Gil Route 30 CM 2.6350 43.57 2.56 120 0.006195 14'-7% Pf 0.142 527 50'-4 48.59 22.959 Flow(q)from Route 26 8'-3 Pe 528 50'-4 23.101 fE(8'-3) 22'-10% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value MultiplierII Actual Inside Diameter 4'87 ( Value Of C 100 0 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor .713 1.16 1.33 1.51 ,,©M.E.P.CAD,Inc. qnAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:31 PM Page 10 1.4) Hydraulic Analysis Job Number:24PCO242 ti Report Description:Ordinary Group II(#9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length r r � Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross MainFlow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt Total pressure at a point in a pipe SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (,.©M.E.P.CAD,Inc. t eAutoSPRINK 2018 v14.3.10.0 5/14/2019 3:32:31PM Page 11 Hydraulic Summary Job Number:24PCO242 Report Description:Ordinary Group II(#10) Job Job Number Design Engineer 24PCO242 Megan Norman Job Name: State Certification/License Number TIGARD SELF STORAGE Address 1 AHJ 7600 SW ATLANTA STREET Address 2 Job Site/Building TIGARD,OR Address 3 Drawing Name Tigard Self Storage-Level 5.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Soft 5.6 K-Factor 20.00 at 12.755 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1500ft'(Actual 939ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(ooml 21 130ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Left:76.834 Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 414.69 664.69 Maximum Pressure Unbalance In Loops 0.000 • Maximum Velocity Above Ground 12.60 between nodes 500 and 521 • Maximum Velocity Under Ground 4.57 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2211.39ga1 15.20gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) o@ (gpm) (psi) o@ (gpm) (psi) (psi) 1 Water Supply 250.00 93.000 81.000 2093.50 92.023 664.69 75.922 16.101 Contractor Contractor Number Contact Name Contact Title 24PCO244 Megan Norman,EIT Name of Contractor: Plane Extension Cosco Fire Protection 360-883-6383 Address 1 FAX 2501 SE Columbia Way#100 Address 2 E-mail Vancouver,WA 98661 mnorman@coscofire.com Address 3 Web-Sfie www.coscofire.com 0( ©M.E.P.CAD,Inc. l AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:06PM Page 1 /-ii Hydraulic Graph Job Number:24PCO242 Report Description:Ordinary Group II(#10) Supply at Node 1 100 Static Pressure 93.000 90 093.50 @ 81.000 80 414.69 75i 922 664.69 with hose streams 70 60 N d 50 System demand curve m 40 30 20 10 0 WM11111iiiuuii uuiilIl 111111111 111111111 11 1111 1 1 1 I I 1 l i i i i I 1 1 1 1 1 1 1 1 1 I I I I I I I I I 0 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Supply at Node 1 Stabs:Pleasure 93.000 Residual Pressure 81.000 @ 2093.50 Available Pressure at Tire of Test 92.023 C 664.69 system Demme 75.922 @ 414.69 System Demand(mustang HoseAMowenee at Soiree) 75.922 @ 664.69 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:09PM Page 2 r-1 Summary Of Outflowing Devices \ Job Number:24PCO242 Report Description:Ordinary Group II(#10) Actual Flow I Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1900 19.30 10.00 5.6 11.884 Sprinkler 1901 20.37 20.00 5.6 13.234 Sprinkler 1902 19.25 10.00 5.6 11.813 Sprinkler 1903 19.27 10.00 5.6 11.846 Sprinkler 1904 20.36 20.00 5.6 13.220 Sprinkler 1905 19.24 10.00 5.6 11.803 Sprinkler 1906 19.27 10.00 5.6 11.845 Sprinkler 1907 19.26 10.00 5.6 11.835 Sprinkler 1908 19.30 10.00 5.6 11.880 Sprinkler 1909 20.46 20.00 5.6 13.345 Sprinkler 1910 19.34 10.00 5.6 11.931 Sprinkler 1911 19.39 10.00 5.6 11.995 Sprinkler 1912 20.17 20.00 5.6 12.968 C> Sprinkler 1913 20.00 20.00 5.6 12.755 Sprinkler 1914 19.56 10.00 5.6 12.196 Sprinkler 1916 19.65 10.00 5.6 12.317 Sprinkler 1917 _ 19.69 10.00 5.6 12.359 Sprinkler 1918 19.91 10.00 5.6 12.640 Sprinkler 1919 19.97 10.00 5.6 12.716 Sprinkler 1930 20.82 20.00 5.6 13.822 Sprinkler 1942 20.10 20.00 5.6 12.883 c Most Demanding Sprinkler Data .. m k,©M.E.P.CAD,Inc. i.9 AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:15PM Page 3 A= 1 Node Analysis ` Job Number:24PCO242 lite Report Description:Ordinary Group H(#10) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -5'-0 S 75.922 414.69 1900 50'-4 Spr(-11.884) 11.884 19.30 1901 50'-4 Spr(-13.234) 13.234 20.37 1902 50'-4 Spr(-11.813) 11.813 19.25 1903 50'-4 Spr(-11.846) 11.846 19.27 1904 50'-4 Spr(-13.220) 13.220 20.36 1905 50'-4 Spr(-11.803) 11.803 19.24 1906 50'-4 Spr(-11.845) 11.845 19.27 1907 50'-4 Spr(-11.835) 11.835 19.26 1908 50'-4 Spr(-11.880) 11.880 19.30 1909 50'-4 Spr(-13.345) 13.345 20.46 1910 50'-4 Spr(-11.931) 11.931 19.34 1911 50'-4 Spr(-11.995) 11.995 19.39 1912 50'4 Spr(-12.968) 12.968 20.17 1913 50'-4 Spr(-12.755) 12.755 20.00 1914 50'-4 Spr(-12.196) 12.196 19.56 1916 50'-4 Spr(-12.317) 12.317 19.65 1917 50'-4 Spr(-12.359) 12.359 19.69 1918 50'-4 Spr(-12.640) 12.640 19.91 1919 50'-4 Spr(-12.716) 12.716 19.97 1930 50'-4 Spr(-13.822) 13.822 20.82 1942 50'-4 Spr(-12.883) 12.883 20.10 2 -5'-0 T(47'-31/2) 75.865 3 -5'-0 BFP(-6.231) 75.496 4 -5'-0 E(22'-1) 69.239 5 -5'-0 T(33'-51/2) 69.127 6 -5'-0 E(21'-7) 69.014 7 -5'-0 E(22'-1) 68.833 8 -5'-0 E(21'-7) 68.288 9 -6-0 68.173 10 1'-0 65.466 11 2'41/2 P0(26'-4) 64.762 14 15'-0 P0(26'-4) 50.643 15 25'-0 P0(26.-4) 45.922 16 35'-0 P0(26'-4) 41.201 17 45'-0 P0(26'-4) 36.519 18 -5'-0 S 76.834 192 50'-4 P0(5'-0) 14.186 194 50'-4 PO(16'-5'/z) 18.044 495 41'-8 T(26'-4) 38.052 500 50'-4 P0(16'-5'%) 29.796 501 50'-4 P0(16'-51/2) 20.214 502 50'-4 P0(16'-5%),C(16'-5/z) 19.006 503 50'-4 P0(16'-5%z) 18.614 504 50'-4 P0(16'-5'/z) 17.514 505 50'-4 P0(5'-(1) 17.362 506 50'-4 P0(7'-5) 17.354 507 50'-4 P0(5'-0) 17.347 508 50'-4 P0(5'-0) 17.332 509 50'-4 P0(7'-5) 17.325 510 50'-4 P0(5'-0) 17.317 511 50'-4 P0(5'-0) 17.302 512 50'-4 P0(7'-5) 17.295 513 50'-4 P0(5'-0) 17.288 514 50'-4 P0(5'-0) 17.273 515 50'-4 P0(7'-5) 17.265 516 50'-4 P0(5'-0) 17.258 517 50'-4 P0(5'-0) 17.243 518 50'-4 P0(7'-5) 17.236 519 50'-4 P0(5'-0) 17.228 520 50'-4 P0(16-51/2) 17.146 521 50'-4 P0(16'-5%) 20.832 (k,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:16PM Page 4 I 11:.°de Analysis I Job Number:24PCO242 Report Description:Ordinary Group II(#10) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 522 50'-4 P0(16'-5'/s) 18.941 523 50'-4 P0(16'-5'/z) 18.848 524 50'-4 P0(16'-5'/2) 17.934 525 50'-4 P0(16'-5'/:) 17.684 526 50'-4 P0(16'-5%) 16.452 527 50'-4 P0(16'-5'/s) 16.385 528 50'-4 fE(8'-3) 15.654 529 50'-4 PO(5'-0) 13.264 530 50'-4 P0(5'-0) 13.230 531 50'-4 P0(5'-0) 13.222 532 50'-4 P0(5'-0) 13.220 533 50'-4 P0(5.-0) 13.221 534 50'-4 P0(5'-0) 13.255 535 50'-4 P0(5'-0) 13.260 536 50'-4 P0(5'-0) 13.362 537 50'-4 P0(5'-0) 13.387 538 50'-4 P0(16'-5'/z) 13.559 539 50'-4 P0(5'-0) 13.610 540 50'-4 P0(5'-0) 13.791 541 50'-4 P0(5'-0) 14.150 542 50'-4 P0(16'-5%) 16.285 543 50'-4 20.648 544 50'-4 P0(7'-5) 13.875 1328 50'-4 P0(5'-0) 13.750 1800 50'-4 Spr 7.000. Sprinkler 1801 50'-4 Spr 17.354 Sprinkler 1802 50'-4 Spr 17.354 Sprinkler 1803 50'-4 Spr 7.000 Sprinkler 1804 50'-4 Spr 7.000 Sprinkler 1805 50'-4 Spr 17.325 Sprinkler 1806 50'-4 Spr 17.325 Sprinkler 1807 50'-4 Spr 7.000 Sprinkler 1808 50'-4 Spr 7.000 Sprinkler 1809 50'-4 Spr 17.295 Sprinkler 1810 50'-4 Spr 17.295 Sprinkler 1811 50'-4 Spr 7.000 Sprinkler 1812 50'-4 Spr 7.000 Sprinkler 1813 50'-4 Spr 17.265 Sprinkler 1814 50'-4 Spr 17.265 Sprinkler 1815 50'-4 Spr 7.000 Sprinkler 1816 50'-4 Spr 7.000 Sprinkler 1817 50'-4 Spr 17.236 Sprinkler 1818 50'-4 Spr 17.236 Sprinkler 1819 50'-4 Spr 7.000 Sprinkler k,©M.E.P.CAD,Inc. ,;i AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:16PM Page 5 4- Hydraulic Analysis 1 Job Number:24PCO242 Report Description:Ordinary Group II(#10) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length v Route 1 BL 1.4420 20.00 3.93 120 0.027631 7-8'/: Pf 0.213 1913 50'-4 20.00 5.6 12.755 Sprinkler Pe 1912 50'-4 12.968 7'-8'% Pv BL 1.4420 40.17 7.89 120 0.100378 1'-7 Pf 0.907 1912 50'-4 20.17 5.6 12.968 Sprinkler, 7'-5 Pe 544 50'-4 13.875 P0(7-5) 9'-0'% Pv CM 2.6350 112.07 6.59 120 0.035562 55'-11% Pf 2.576 544 50'-4 71.90 13.875 Flow(q)from Route 2 16-5% Pe 526 50'-4 16.452 PO(16'-5%) 72'-5'% Pv CM 2.6350 136.40 8.02 120 0.051148 13'-7 Pf 0.695 526 50'-4 24.33 16.452 Flow(q)from Route 4 Pe 520 50'-4 17.146 13'-7 Pv CM 2.6350 107.15 6.30 120 0.032730 16'-5 Pf 0.537 520 50'-4 17.146 Pe 525 50'-4 17.684 16-5 Pv CM 2.6350 173.80 10.23 120 0.080085 3'-1'% Pf 0.250 525 50'-4 66.65 17.684 Flow(q)from Route 26 Pe 524 50'-4 17.934 3'-1'% Pv CM 2.6350 126.80 7.46 120 0.044693 20'-51/2 Pf 0.914 524 50'-4 17.934 Pe 523 50'-4 18.848 20'-5'% Pv CM 2.6350 67.86 3.99 120 0.014058 6-7 Pf 0.093 523 50'-4 18.848 Pe 522 50'-4 18.941 6-7 Pv CM 2.6350 120.28 7.08 120 0.040533 30'-2'% Pf 1.891 522 50'-4 52.42 18.941 Flow(q)from Route 25 16'-5'% Pe 521 50'-4 20.832 P0(16-5%) 46'-8 Pv CM 2.6350 214.21 12.60 120 0.117901 59'-6'% Pf 8.964 521 50'-4 93.93 20.832 Flow(q)from Route 3 16'-5% Pe 500 50'-4 29.796 3Z,P0(16'-5%) 76'-0'/z Pv CM 4.2600 414.69 9.33 120 0.038568 16-11 Pf 4.411 500 50'-4 200.48 29.796 Flow(q)from Route 20 97-5 Pe 2.312 17 45'-0 36.519 3fE(13'-2),2f(-0.000),2BV(15'-9 114'-4% Pv %),P0(26-4) ST 4.2600 340.61 7.67 120 0.026798 3'-4 Pf 0.089 17 45'-0 36.519 Pe 1.444 495 41'-8 38.052 3'-4 Pv ST 4.2600 414.69 9.33 120 0.038568 6-8 Pf 0.257 495 41'-8 74.09 38.052 Flow(q)from Route 19 Pe 2.891 16 35'-0 41.201 6-8 Pv ST 4.2600 414.69 9.33 120 0.038568 10'-0 Pf 0.386 16 35'-0 41.201 Pe 4.335 15 25'-0 45.922 10'-0 Pv ST 4.2600 414.69 9.33 120 0.038568 10'-0 Pf 0.386 15 25'-0 45.922 Pe 4.335 14 15'-0 50.643 10'-0 Pv ST 4.2600 414.69 9.33 120 0.038568 47-6 Pf 8.637 14 15'-0 50.643 176-5% Pe 5.482 11 7-4'% 64.762 2P0(26'-4),5fE(13'-2),2BV(15'- 223'-11'/z Pv 9%),fT(26'-4),WET BOR CM 6.3570 414.69 4.19 120 0.005491 3'-8 Pf 0.117 11 7-41/2 64.762 17-7 Pe 0.587 10 1'-0 65.466 fE(17'-7) 21'-3 Pv UG 6.3570 414.69 4.19 150 0.003634 12'-0 Pf 0.106 10 1'-0 65.466 17'-1 Pe 2.601 9 -5'-0 68.173 LtE(17'-1) 29'-1 Pv UG 6.0900 414.69 4.57 150 0.004478 4'-3 Pf 0.116 9 -5'-0 68.173 21'-7 Pe -0.000 8 -5'-0 68.288 E(21'-7) 25'-10 Pv UG 6.2800 414.69 4.30 140 0.004381 102'-2'% Pf 0.544 8 -5'-0 68.288 22'-1 Pe 7 -5'-0 68.833 E(22'-1) 124'-3'% Pv UG 6.0900 414.69 4.57 150 0.004478 18'-11 Pf 0.181 7 -5'-0 68.833 21'-7 Pe 6 -5'-0 69.014 E(21'-7) 40'-6 Pv ( ,©M.E.P.CAD,Inc. iln AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:19PM Page 6 Hydraulic Analysis IIJob Number:24PCO242 Report Description:Ordinary Group II(#10) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length UG 6.2800 414.69 4.30 150 0.003856 29'-4'/z Pf 0.113 6 -5'-0 69.014 Pe 5 -5'-0 69.127 29'-4'% Pv UG 6.2800 414.69 _ 4.30 140 0.004381 3'-5 Pf 0.112 5 -5'-0 69.127 22'-1 Pe 4 -5'-0 69.239 E(22'-1) 25'-6 Pv UG 6.0900 414.69 4.57 150 0.004478 5'-9 Pf 6.257 4 -5'-0 69.239 Pe 3 -5'-0 75.496 BFP(-6.231) 5'-9 Pv UG 6.2800 414.69 4.30 140 0.004381 37'-0% P• f 0.369 3 -5'-0 75.496 47-3% P• e 2 -5'-0 75.865 T(47'-3'%) 84'-3'% Pv UG 8.3900 414.69 2.41 140 0.001069 53'-4 Pf 0.057 2 -5'-0 75.865 Pe 1 -5'-0 75.922 S 53'-4 Pv 250.00 Hose Allowance At Source 1 664.69 wa Route 2 AO 1.0490 20.10 7.46 120 0.131334 1'-7 Pf 0.867 1942 50'-4 20.10 5.6 12.883 Sprinkler, 5'-0 Pe 1328 50'-4 13.750 PO(5'-0) 6'-7 Pv CM 2.6350 71.90 4.23 120 0.015646 8'-0 Pf 0.125 1328 50'-4 51.80 13.750 Flow(q)from Route 24 Pe 544 50'-4 13.875 8'-0 Pv Route 3 CM 2.6350 8.94 0.53 120 0.000331 0'-6 Pf 0.000 1904 50'-4 20.36 5.6 13.220 Sprinkler Pe 532 50'-4 13.220 0'-6 Pv CM 2.6350 28.18 1.66 120 0.002766 0'-4% P• f 0.001 532 50'-4 19.24 13.220 Flow(q)from Route 5 Pe 533 50'-4 13.221 0'-4'% P• v CM 2.6350 47.45 2.79 120 0.007253 4'-71/2 Pf 0.034 533 50'-4 19.27 13.221 Flow(q)from Route 8 Pe 534 50'-4 13.255 4'-7% P• v CM 2.6350 66.72 3.93 120 0.013623 0'-4'% P• f 0.005 534 50'-4 19.26 13.255 Flow(q)from Route 7 Pe 535 50'-4 13.260 0'-4'% Pv CM 2.6350 86.02 5.06 120 0.021799 3'-11 Pf 0.085 535 50'-4 19.30 13.260 Flow(q)from Route 10 Pe 1909 50'-4 13.345 3'-11 Pv CM 2.6350 106.47 6.26 120 0.032349 0'-6 Pf 0.016 1909 50'-4 20.46 5.6 13.345 Sprinkler Pe 536 50'-4 13.362 0'-6 Pv CM 2.6350 125.82 7.40 120 0.044053 0'-7 Pf 0.026 536 50'-4 19.34 13.362 Flow(q)from Route 12 Pe 537 50'-4 13.387 0'-7 Pv CM 2.6350 145.21 8.54 120 0.057433 3'-0 Pf 0.172 537 50'-4 19.39 13.387 Flow(q)from Route 13 Pe 538 50'-4 13.559 3'-0 Pv CM 2.6350 93.41 5.50 120 0.025391 2'-0 Pf 0.051 538 50'-4 13.559 Pe 539 50'-4 13.610 2'-0 Pv CM 2.6350 112.97 6.65 120 0.036092 5'-0 Pf 0.180 539 50'-4 19.56 13.610 Flow(q)from Route 14 Pe 540 50'-4 13.791 5-0 Pv CM 2.6350 152.31 8.96 120 0.062731 0'-6 Pf 0.031 540 50'-4 19.65+19.69 13.791 Flow(q)from Route 15 and 16 Pe 1930 50'-4 13.822 0'-6 Pv CM 2.6350 173.13 10.19 120 0.079511 4'-1'/ P• f 0.328 1930 50'-4 20.82 5.6 13.822 Sprinkler Pe 541 50'-4 14.150 4'-1'% P• v CM 2.6350 193.04 11.36 120 0.097249 0'-4'% P• f 0.036 541 50'-4 19.91 14.150 Flow(q)from Route 17 Pe 192 50'-4 14.186 0'-4%: Pv CM 2.6350 213.01 12.53 120 0.116675 18'-0 Pf 2.099 192 50'-4 19.97 14.186 Flow(q)from Route 18 Pe 542 50'-4 16.285 18'-0 Pv f ,©M.E.P.CAD,Inc. +4AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:19PM Page 7 /- Hydraulic Analysiss. Job Number:24PCO242 Y f %- Report Description:Ordinary Group II(#10) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.6350 146.36 8.61 120 0.058271 30'-2 Pf 1.759 542 50'-4 16.285 Pe 194 50'-4 18.044 30'-2 Pv CM 2.6350 93.93 5.53 120 0.025655 93'-3 Pf 2.604 194 50'-4 18.044 8'-3 Pe 543 50'-4 20.648 fE(8'-3) 101'-6 Pv CM 2.6350 93.93 5.53 120 0.025655 7'-2 Pf 0.184 543 50'-4 20.648 Pe 521 50'-4 20.832 7'-2 Pv • Route 4 CM 2.6350 11.42 0.67 120 0.000520 4'-1'% Pf 0.002 1904 50'-4 20.36 5.6 13.220 Sprinkler Pe 531 50'-4 13.222 4'-1'% Pv CM 2.6350 30.70 1.81 120 0.003240 2'-6 Pf 0.008 531 50'-4 19.27 13.222 Flow(q)from Route 9 Pe 530 50'-4 13.230 2'-6 Pv CM 2.6350 49.94 2.94 120 0.007973 0'-6 Pf 0.004 530 50'-4 19.25 13.230 Flow(q)from Route 6 Pe 1901 50'-4 13.234 0'-6 Pv CM 2.6350 70.32 4.14 120 0.015014 2'-0 Pf 0.030 1901 50'-4 20.37 5.6 13.234 Sprinkler Pe 529 50'-4 13.264 2'-0 Pv CM 2.6350 89.62 5.27 120 0.023518 76'-101/2 Pf 2.389 529 50'-4 19.30 13.264 Flow(q)from Route 11 24'-8% Pe 528 50'-4 15.654 P0(16'-5'/z),fE(8'-3) 101-7 Pv CM 2.6350 89.62 5.27 120 0.023518 14'-71/2 Pf 0.731 528 50'-4 15.654 16'-5% Pe 527 50'-4 16.385 P0(16-5%) 31-1 Pv CM 2.6350 24.33 1.43 120 0.002107 15'-0 Pf 0.066 527 50'-4 16.385 P0(16-51/2) 16'-5'% Pe 526 50'-4 16.452 31'-5'% Pv oar Route 5 AO 1.0490 19.24 7.14 120 0.121125 6'-81/2 Pf 1.417 1905 50'-4 19.24 5.6 11.803 Sprinkler, 5-0 Pe 532 50'-4 13.220 P0(5.-0) 11'-8'/: Pv w Route 6 AO 1.0490 19.25 7.14 120 0.121211 6'-8'% Pf 1.418 1902 50'-4 19.25 5.6 11.813 Sprinkler, 5'-0 Pe 530 50'-4 13.230 P0(5.-0) 11'-8'% Pv iwr Route 7 AO 1.0490 19.26 7.15 120 0.121420 6'-8% Pf 1.420 1907 50'-4 19.26 5.6 11.835 Sprinkler, 5'-0 Pe 534 50'-4 13.255 P0(5.-0) 11'-81/2 Pv Iwo Route 8 AO 1.0490 19.27 7.15 120 0.121518 6'-4 Pf 1.377 1906 50'-4 19.27 5.6 11.845 Sprinkler, 5'-0 Pe 533 50'-4 13.221 P0(5.-0) 11'-4 Pv GI Route 9 AO 1.0490 19.27 7.15 120 0.121526 6'-4 Pf 1.377 1903 50'-4 19.27 5.6 11.846 Sprinkler, 5'-0 Pe 531 50'-4 13.222 P0(5'-0) 11'-4 Pv .i Route 10 AO 1.0490 19.30 7.17 120 0.121849 6'-4 Pf 1.380 1908 50'-4 19.30 5.6 11.880 Sprinkler, 5'-0 Pe 535 50'-4 13.260 PO(F-0) 11'-4 Pv Route 11 AO 1.0490 19.30 7.17 120 0.121885 6'-4 Pf 1.381 1900 50'-4 19.30 5.6 11.884 Sprinkler, 5-0 Pe 529 50'-4 13.264 P0(5'-0) 11'-4 Pv G+ Route 12 AO 1.0490 19.34 7.18 120 0.122331 6'-8'% Pf 1.431 1910 50'-4 19.34 5.6 11.931 Sprinkler, 5'-0 Pe 536 50'-4 13.362 P0(5-0) 11'-8'% Pv • Route 13 AO 1.0490 19.39 7.20 120 0.122939 6'-4 Pf 1.393 1911 50'-4 19.39 5.6 11.995 Sprinkler, 5-0 Pe 537 50'-4 13.387 P0(5'-0) 11'-4 Pv G Route 14 &©M.E.P.CAD,Inc. iin AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:19PM Page 8 Hydraulic Analysis ` Job Number:24PCO242 Report Description:Ordinary Group II(#10) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length AO 1.0490 19.56 7.26 120 0.124844 6'-4 Pf 1.414 1914 50'-4 19.56 5.6 12.196 Sprinkler, i 5-0 Pe 539 50'-4 13.610 P0(5'-0) i 11'-4 Pv we Route 15 AO 1.0490 19.65 7.30 120 0.125989 6'-81/2 Pf 1.474 1916 50'-4 19.65 5.6 12.317 Sprinkler, 5'-0 Pe 540 50'-4 13.791 P0(5-0) 11'-8'/ Pv OD Route 16 AO 1.0490 19.69 7.31 120 0.126387 6'-4 Pf 1.432 1917 50'-4 19.69 5.6 12.359 Sprinkler, 5'-0 Pe 540 50'-4 13.791 P0(5-0) 11'-4 Pv =+ Route 17 AO 1.0490 19.91 _ 7.39 120 0.129047 6'-8%: Pf 1.510 1918 50'-4 19.91 5.6 12.640 Sprinkler, 5'-0 Pe 541 50'-4 14.150 P0(5-0) 11'-81/2 Pv SP Route 18 AO 1.0490 19.97 7.41 120 0.129766 6'-4 Pf 1.470 1919 50'-4 19.97 5.6 12.716 Sprinkler, 6-0 Pe 192 50'-4 14.186 P0(5.-0) 11'4 Pv al Route 19 ST 4.2600 74.09 1.67 120 0.001594 3'-4 Pf 0.089 17 45'-0 36.519 P0(26'-4) 52'-8 Pe 1.444 495 41'-8 38.052 T(26'-4) 56'-0 Pv CID Route 20 CM 2.6350 29.24 1.72 120 0.002962 11'-2% Pf 0.082 520 50'-4 17.146 P0(16'-5'%) 16'-5/ Pe 519 50'-4 17.228 27-8'/: Pv CM 2.6350 29.24 1.72 120 0.002962 2'-5% Pf 0.007 519 50'-4 17.228 Pe 518 50'-4 17.236 2'-5'% Pv CM 2.6350 29.24 1.72 120 0.002962 2'-6% Pf 0.007 518 50'-4 17.236 Pe 517 50'-4 17.243 2'-6%Pv CM 2.6350 29.24 1.72 120 0.002962 5'-0 Pf 0.015 517 50'-4 17.243 Pe 516 50'-4 17.258 5'-0 Pv CM 2.6350 29.24 1.72 120 0.002962 2'-5'/: Pf 0.007 516 50'-4 17.258 Pe 515 50'-4 17.265 2'-5'% Pv CM 2.6350 29.24 1.72 120 0.002962 2'-6% Pf 0.007 515 50'4 17.265 Pe 514 50'-4 17.273 2'-6% Pv CM 2.6350 29.24 1.72 120 0.002962 5'-0 Pf 0.015 514 50'-4 17.273 Pe 513 50'-4 17.288 5'-0 Pv CM 2.6350 29.24 1.72 120 0.002962 2'-5'/ Pf 0.007 513 50'-4 17.288 Pe 512 50'-4 17.295 2'-5/ Pv CM 2.6350 29.24 1.72 120 0.002962 2'-6'/ Pf 0.007 512 50'-4 17.295 Pe 511 50'-4 17.302 2'-6'% Pv iii _ 2.6350 29.24 1.72 120 0.002962 5'-0 Pf 0.015 511 50'-4 17.302 Pe 510 50'-4 17.317 5'-0 Pv CM 2.6350 29.24 1.72 120 0.002962 2'-5% Pf 0.007 510 50'-4 17.317 Pe 509 50'-4 17.325 2'-5'/Pv CM 2.6350 29.24 1.72 120 0.002962 2'-61/2 Pf 0.007 509 50'-4 17.325 Pe 508 50'-4 17.332 2'-6'/:Pv CM 2.6350 29.24 1.72 120 0.002962 5'-0 Pf 0.015 508 50'-4 17.332 Pe 507 50'-4 17.347 5'-0 Pv CM _ 2.6350 29.24 _ 1.72 120 0.002962 2'-5/ Pf 0.007 507 50'-4 17.347 Pe 506 50'-4 17.354 2'-5% Pv /k,©M.E.P.CAD,Inc. ,;Y AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:19PM Page 9 /-▪1 Hydraulic Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(#10) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings I Eq.Length Summary Upstream Total Length CM 2.6350 29.24 1.72 120 0.002962 2'-6% Pf 0.007 506 50'-4 17.354 Pe 505 50'-4 17.362 2'-6% Pv CM 2.6350 29.24 1.72 120 0.002962 22'-7 Pf 0.152 505 50'-4 17.362 28'-10 Pe 504 50'-4 17.514 fE(8'-3),Ee2(4'-1%),P0(16.-5%) 51-5 Pv CM 2.6350 94.54 5.56 120 0.025961 25-11 Pf 1.100 504 50'-4 65.29 17.514 Flow(q)from Route 23 16'-5'% Pe 503 50'-4 18.614 P0(16-51/2) 42'-41/2 Pv CM 2.6350 94.54 5.56 120 0.025961 15'-1 Pf 0.392 503 50'-4 18.614 Pe 502 50'-4 19.006 15'-1 Pv CM 2.6350 141.54 8.33 120 0.054772 22'-0'/2 Pf 1.208 502 50'-4 47.00 19.006 Flow(q)from Route 22 Pe 501 50'-4 20.214 22'-0'% Pv CM 2.6350 200.48 11.80 120 0.104301 54'-9''A Pf 9.582 501 50'-4 58.94 20.214 Flow(q)from Route 21 37-1 Pe 500 50'-4 29.796 2P0(16'-5%),Ee2(4'-1%) 91'-10'/2 Pv GO Route 21 DY 2.6350 58.94 3.47 120 0.010834 89'-0 Pf 1.366 523 50'-4 18.848 P0(16.-5%) 37'-1 Pe 501 50'-4 20.214 Ee2(4'-1%),P0(16.-51/2) 126-1 Pv w Route 22 CM 2.6350 47.00 2.77 120 0.007126 96'-101/2 Pf 1.072 524 50'-4 17.934 P0(16.-5%) 53'-6% Pe 502 50'-4 19.006 Ee2(4'-1'/2),P0(16-5%),C(16'-5 150'-5 Pv /2) Gil Route 23 CM 2.6350 65.29 3.84 120 0.013090 82'-1'% Pf 1.129 527 50'-4 24.33 16.385 Flow(q)from Route 4 4'-1'/2 Pe 504 50'-4 17.514 Ee2(4'-1'/2) 86'-2'% Pv OD Route 24 CM 2.6350 51.80 3.05 120 0.008531 5'-11 Pf 0.191 538 50'-4 13.559 P0(16'-5%) 16'-5% Pe 1328 50'-4 13.750 22'-4'% Pv ilk Route 25 CM 2.6350 52.42 3.08 120 _ 0.008720 _ 69'-10'% Pf 0.897 194 50'-4 18.044 P0(16.-5%) 32'-11'% Pe 522 50'-4 18.941 P0(16-5%) 102'-10 Pv imo Route 26 CM 2.6350 66.65 3.92 120 0.013599 69'-10'% Pf 1.398 542 50'-4 16.285 P0(16-5%) 32'-11'% Pe 525 50'-4 17.684 P0(16-5%) 102'-10 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value MultiplierII Actual Inside Diameter SchedulPipe Inside Diameter 4.87 Value Of C Multiin 100 130 140 150 Schedule 40 Steel =Factor I ) PY 9 Factor 0.713 1.16 1.33 1.51 ,{,©M.E.P.CAD,Inc. tin AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:19PM Page 10 411 Hydraulic Analysis Job Number:24PCO242 Report Description:Ordinary Group II(#10) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length r Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross MainFlow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve Pt Total pressure at a point in a pipe SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 22'/z Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �A ©M.E.P.CAD,Inc. + AutoSPRINK 2018 v14.3.10.0 5/14/2019 3:33:19PM Page 11 Hydraulic Summary \ Job Number:24PCO242 Report Description:Ordinary Group II(STANDPIPE) Job Job Number Design Engineer 24PCO242 Megan Norman Job Name: State Cer4(cetiorJLicense Number TIGARD SELF STORAGE Address 1 AHJ ATLANTA STREET Address 2 Job Site/Building TIGARD,OR 97223 Address 3 Drawing Name Tigard Self Storage-STANDPIPE.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Su/:, K-Factor at Ordinary Group II Hose Allowance At Source Density Area of Application 0.00 0.20gpm/ft' 1500ft'(Actual 10889ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(goml 0 130ft' Hose At Node 2019 250.00 AuloPeakResults,PressureForRemoteAreals)AdjacentToMostRemoteArea Hose At Node 2017 250.00 Hose At Node 2016 250.00 Total Hose Streams 750.00 System Flow Demand Total Water Required(Inducting Hose AWwanoe) 750.00 750.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 25.14 between nodes 2007 and 2008 Maximum Velocity Under Ground 8.26 between nodes 2009 and 2010 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1809.71 gal 112.49gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 2000 Water Supply 93.000 81.000 2093.50 91.203 750.00 87.226 3.978 Pumps:Static=Chum(Pressure @ Zero Flow) Contractor Contractor Number Contact Name Contact Tole PCO242 Megan Norman Design Name or Contractor Phone — - Extension Cosco Fire Protection 360-883-6383 Address 1 FAX 2501 SE Columbia Way#100 Address 2 Eanail Vancouver,WA 98661 mnorman@coscofire.com Address 3 Web-SIN www.coscofire.com ©M.E.P.CAD,Inc. 411 AutoSPRINK 2018 v14.3.10.0 5/15/2019 10:37:39AM Page 1 Hydraulic Graph Job Number:24PCO242 Report Description:Ordinary Group II(STANDPIPE Water Supply at Node 2000 100 Static Pressure 93.000 90 750.00 87.226 093.50 @ 81.000 80 70 60 n 50 to d System demand curve 40 30 20 10 0 11111 nlnuu 111111111 111111111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hydraulic Graph Water Supply at Node 2000 Static Pressure 93.000 Residual:Pressure Test Conducted By Test Witnessed By 81.000 @ 2093.50 Tualatin Valley Water District Ben and Julius Available Pressure at Time of Test Date of Test Time of Test 91.203 @ 750.00 8-14-18 9:34 AM System Demand Hydrant Numbers Location 87.226 @ 750.00 1S1W36C26FH50 and 1S1W36C39FH9alanta Street System Damani Immdmy Hosa Nlowence at Sourcat 87.226 @ 750.00 ©M.E.P.CAD,Inc. 411 AutoSPRINK 2018 v14.3.10.0 5/15/2019 10:37:40AM Page 2 1- Summary Of Outflowing Devices Job Number:24PCO242 j .i Report Description:Ordinary Group II(STANDPIPE) Actual Flow Minimum Flow K-Factor ' Pressure Device (gpm) (gpm) (K) (psi) Hose 2016 250.00 250.00 _ 25 100.000 Hose 2017 250.00 250.00 25 100.000 Hose 2019 250.00 250.00 25 125.433 e> Most Demanding Sprinkler Data N, ©M.E.P.CAD,Inc. +=j:AutoSPRINK 2018 v14.3.10.0 5/15/2019 10:37:46AM Page 3 Il Node Analysis Job Number:24PCO242 Report Description:Ordinary Group II(STANDPIPE) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2000 -6'-7 S 87.226 750.00 2016 54'-10 Hose(-100.000) 100.000 250.00 2017 54'-10 Hose(-100.000) 100.000 250.00 2019 44'-0 Hose(-100.000) 125.433 250.00 2001 0'-5 C(14'-4%),Hyd 83.608 2002 3'-0 P0(37'-8%) 71.271 2003 3'-0 P0(37-8%) 70.943 2004 3'-0 P1 70.295 2005 3'-0 P2(-120.000) 190.295 2006 3'-0 P0(12'-0) 189.566 2007 3'-0 P0(12'-0) 189.555 2008 3'-0 FDC 171.496 2009 -5'-0 T(46'-2%) 168.695 2010 -5'-0 165.134 2011 1'-0 162.217 2012 2'-4'% P0(26'-4) 161.281 2013 8'-3'% ff(26'-4) 145.722 2014 50'-10 PIV(1'-10%) 105.798 2015 54'-10 P0(8'-6%) 102.784 2018 44'-0 P0(12.-0) 128.120 k,©M.E.P.CAD,Inc. „>Y AutoSPRINK 2018 v14.3.10.0 5/15/2019 10:37:47AM Page 4 Hydraulic Analysis Job Number:24PCO242 !I , Report Description:Ordinary Group II(STANDPIPE) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Gil Route 1 ST 2.4690 250.00 16.75 100 0.301821 0'-8 Pf 2.784 2016 54'-10 250.00 100.000 Hose(-100.000) 8'-6'/2 Pe 2015 54'-10 102.784 P0(8'-6'/2) 9'-21/2 Pv ST 4.2600 500.00 11.25 100 0.076385 5-6 Pf 1.281 2015 54'-10 250.00 102.784 Flow(q)from Route 2 11'-3 Pe 1.734 2014 50'-10 105.798 fE(9'-41/2),PIV(1'-10'/2) 16'-9 Pv ST 4.2600 500.00 11.25 120 0.054516 233'-51/2 Pf 21.484 2014 50'-10 105.798 160'-7% Pe 18.439 2013 8'-31/2 145.722 9fE(13'-2),P0(26'-4),BV(15'-9'% 394'-1 Pv FR 4.2600 750.00 16.88 120 0.115423 17'-8 Pf 12.981 2013 8'-3'% 250.00 145.722 Flow(q)from Route 3 94'-9'% Pe 2.578 2012 2'-4%2 161.281 4fE(13'-2),BV(15'-9%2),P0(26'-4 112'-51/2 Pv FM 6.3570 750.00 7.58 120 0.016432 3'-8 Pf 0.349 2012 2'-4'% 161.281 17'-7 Pe 0.587 2011 1'-0 162.217 fE(17'-7) 21'-3 Pv UG 6.3570 750.00 7.58 150 0.010874 12'-0 Pf 0.316 2011 1'-0 162.217 17'-1 Pe 2.601 2010 -5-0 165.134 LtE(17'-1) 29'-1 Pv UG 6.0900 750.00 8.26 150 0.013401 154'-9%2 Pf 3.561 2010 -5-0 165.134 110'-11 Pe -0.000 2009 -5-0 168.695 3E(21'-7),T(46-2%) 265-81/2 Pv MS 4.0260 750.00 18.90 120 0.151978 9'-3 Pf 6.269 2009 -5'-0 168.695 32'-0 Pe -3.468 2008 3'-0 171.496 CV(22'-0),E(10'-0),FDC 41'-3 Pv ST 2.4690 374.81 25.12 120 0.455645 24'-8 Pf 18.069 2008 3'-0 171.496 FDC 15'-0 Pe -0.000 2006 3'-0 189.566 EE(3'-0),P0(12'-0) 39'-8 Pv ST 6.3570 750.00 7.58 120 0.016432 4'-2 Pf 0.730 2006 3'-0 375.19 189.566 Flow(q)from Route 5 40'-3 Pe 0.000 2005 3'-0 190.295 CV(40'-3) 44'-5 Pv Pump Velocity 2005 750.00 190.295 Rating:120.000 @ 750.00 2004 Q=750.00 7.58 70.295 Churn Pressure:0.000 ST 6.3570 750.00 7.58 120 0.016432 1'-8 Pf 0.647 2004 3'-0 70.295 37'-8% Pe -0.000 2003 3'-0 70.943 P0(37'-8%) 39'-5 Pv ST 3.2600 389.30 14.96 100 0.176926 30'-8'/2 Pf 11.538 2003 3'-0 70.943 34'-6 Pe 1.127 2001 0'-5 83.608 3E(6-8%),C(14'-4'/2),Hyd 65-2% Pv UG 6.2800 750.00 7.77 140 0.013110 25-7 Pf 0.583 2001 0'-5 360.70 83.608 Flow(q)from Route 4 18'-11 Pe 3.035 2000 -6'-7 87.226 LtE(14'-2),GV(4'-8%),S 44'-6 Pv 0.00 Hose Allowance At Source 2000 750.00 v Route 2 ST 2.4690 250.00 16.75 100 0.301821 0'-8 Pf 2.784 2017 54'-10 250.00 100.000 Hose(-100.000) 8'-6'% Pe 2015 54'-10 102.784 P0(8.-6+%) 9'-2'/2 Pv f Route 3 ST 2.4690 250.00 16.75 120 0.215409 0'-5'% Pf 2.687 2019 44'-0 250.00 125.433 Hose(-100.000) 12'-0 Pe -0.000 2018 44'-0 128.120 P0(12'-0) 12'-5% Pv ST 4.2600 250.00 5.63 120 0.015122 58'-10 Pf 2.124 2018 44'-0 128.120 81'-7'% Pe 15.477 2013 8'-3%2 145.722 P0(26-4),fE(13'-2),BV(15'-9%) 140'-6 Pv ,fT(26'-4) f Route 4 ST 6.3570 360.70 3.65 120 0.004242 1'-11'% Pf 0.328 2003 3'-0 70.943 P0(37'-8%) 75-5% Pe 0.000 2002 3'-0 71.271 P0(37'-81/2) 77'-4'% Pv ST 3.2600 360.70 13.86 100 0.153636 31'-9 Pf 11.210 2002 3'-0 71.271 41'-2% Pe 1.127 2001 0'-5 83.608 4E(6-81/2),C(14'-4%),Hyd 72'-111/2 Pv NI Route 5 J,©M.E.P.CAD,Inc. #;4 AutoSPRINK 2018 v14.3.10.0 5/15/2019 10:37:48AM Page 5 aHydraulic Analysis \ Job Number:24PCO242 Report Description:Ordinary Group II(STANDPIPE) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ST 2.4690 375.19 25.14 120 0.456499 24'-6'/: Pf 18.059 2008 3'-0 374.81 171.496 Flow(q)from Route 1 15-0 Pe -0.000 2007 3'-0 189.555 EE(3'-0),P0(12'-0) 39'-6'/2 Pv ST 6.3570 375.19 3.79 120 0.004562 2'-4 Pf 0.011 2007 3'-0 189.555 Pe -0.000 2006 3'-0 189.566 2'-4 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) li C Value Multiplierli Actual 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 Pipe Type Legend 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 BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SP Sprig Pt Total pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device - fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node IT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k,©M.E.P.CAD,Inc. 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